Hyperbolic Models of Homogeneous Two-Fluid Mixtures

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双水作用Met过渡态电子激发特性的图解分析

双水作用Met过渡态电子激发特性的图解分析
李莹(吉林医药学院 生物源自学工程学院,吉林 吉林 132013)
摘要:采用密度泛函理论(DFT)中 的 B3LYP 方 法,在 6-311+G(2df)基 组 水 平 上 优 化 气 相 条件下甲硫氨酸(Met)分子的 几 何 构 型,分 析 Met+2H2O 分 子 体 系 手 性 转 变 过 程 中 各 基 元 反应物的特征,并在 M06-2X/def2-TZVP 下,用 含 时 密 度 泛 函 理 论 (TDDFT)方 法 给 出 隐 式 溶剂甲醇下 Met+2H2O 分子体系 手 性 转 变 过 程 中 某 过 渡 态 体 系 的 分 子 轨 道 (MO)、自 然 跃 迁 轨 道 (NTO)和 空 穴-电 子 分 布 等 值 面 图 ,研 究 图 解 电 子 激 发 特 征 .结 果 表 明 :在 双 水 分 子 协 助下,H 原子迁移形成过渡态,导致 Met分子体系结构与反应物间发生显著变化,使分子功 能发生改变. 关 键 词 :甲 硫 氨 酸 ;图 解 分 析 ;基 元 反 应 ;过 渡 态 ;电 子 激 发 中图分类号:O561.4 文献标志码:A 文章编号:1671-5489(2021)04-0972-05
第59卷 第4期 2021 年 7 月
吉 林 大 学 学 报 (理 学 版 ) JournalofJilinUniversity (ScienceEdition)
Vol.59 No.4 July 2021
doi:10.13413/ki.jdxblxb.2020243
双水作用 Met过渡态电子激发特性的图解分析
采用密度泛函理论(DFT)中的 B3LYP[5]方法,在6-311+G(2df)基组水平上优化气相条件下 Met 分子的几何构型,分 析 Met+2H2O 分 子 体 系 手 性 转 变 过 程 中 各 基 元 反 应 物 和 过 渡 态 的 特 征;在 M06-2X/def2-TZVP[6-7]下,用含时密度泛函理论 (TDDFT)方 法 给 出 隐 式 溶 剂 甲 醇 下 Met+2H2O 分 子体系手性转变过程中第一基元反应过渡态 体 系 的 MO、NTO 和 空 穴-电 子 分 布 等 值 面 图,并 研 究 图 解电子激发特征.

h字母开头的英文单词

h字母开头的英文单词

h字母开头的英文单词The English Language is rich in vocabulary, with numerous words that begin with the letter "H". In this article, we will explore a selection of H-words, their meanings, and their usage in various contexts. From everyday words to specialized terms, let's delve into the fascinating world of H-lettered vocabulary.1. HierarchyHierarchy refers to a system of ranking or categorizing individuals or groups based on their level of authority, importance, or power. It is often used in organizational structures, where higher-level positions have more decision-making power than lower-level positions. Hierarchy can also describe social or familial structures, where certain individuals have more influence or control than others.2. HolisticThe term "holistic" describes an approach or perspective that considers the whole rather than focusing on individual parts. In various fields such as medicine, psychology, and philosophy, a holistic approach emphasizes the interconnectedness of different aspects and aims to address the entirety rather than isolated fragments. For example, holistic medicine treats the mind, body, and spirit simultaneously rather than treating symptoms in isolation.3. HypothesisA hypothesis is a proposed explanation or prediction that can be tested through research or experimentation. It is an essential component of the scientific method and plays a crucial role in the development of theories and scientific knowledge. A well-formulated hypothesis provides a framework for investigation and guides researchers in collecting data to support or refute the proposed explanation.4. HyperboleHyperbole is a figure of speech that involves exaggerated statements or claims not meant to be taken literally. It is commonly used in literature, poetry, and everyday language to add emphasis, humor, or dramatic effect to a statement. For example, saying, "I'm so hungry, I could eat a horse!" is a hyperbolic expression to convey extreme hunger.5. HybridA hybrid is something that combines elements from different sources or origins. In biology, a hybrid refers to the offspring of two different species or varieties, resulting from crossbreeding. In popular usage, hybrid often refers to a vehicle that combines both an internal combustion engine and an electric motor, offering improved fuel efficiency and reduced emissions.6. HarbingerA harbinger is a sign or indicator that foreshadows the arrival of something else. It is often associated with future events or changes and can be both positive or negative. For instance, a sudden drop in temperature and dark clouds could be seen as a harbinger of an approaching storm.7. HubrisHubris refers to excessive pride, arrogance, or self-confidence that leads to one's downfall. In Greek mythology, hubris was considered a character flaw that often provoked the anger of the gods. In a contemporary context, hubris describes a sense of overconfidence that blinds individuals to their own shortcomings or the consequences of their actions.8. HemoglobinHemoglobin is a protein found in red blood cells that is responsible for carrying oxygen throughout the body. It binds to oxygen in the lungs and transports it to tissues and organs. Hemoglobin plays a crucial role in maintaining the proper functioning of the body's cells.9. HypocrisyHypocrisy refers to the act of pretending to have moral or virtuous beliefs, attitudes, or principles that one does not genuinely possess. It involves claiming to uphold certain standards while acting in contradiction to those values. Hypocrisy is often criticized as a form of deception or dishonesty.10. HomogeneousHomogeneous describes a substance or group that is uniform or composed of similar or identical components. It is commonly used in chemistry to describe a mixture where the composition is evenly distributed throughout. In a broader context, it can describe a society, community, or group that shares similar characteristics, such as culture or values.In conclusion, this article has highlighted a range of H-lettered English words along with their meanings and applications in various contexts. Fromconcepts like hierarchy and holistic approaches to scientific terms like hypothesis and hemoglobin, these words contribute to the richness and diversity of the English language. By understanding and utilizing these words effectively, we can enhance our communication skills and better express ourselves in both spoken and written discourse.。

欧李果渣原花青素提取工艺优化及其体外抗氧化和降糖活性评价

欧李果渣原花青素提取工艺优化及其体外抗氧化和降糖活性评价

张晓冰,张羽师,王雨,等. 欧李果渣原花青素提取工艺优化及其体外抗氧化和降糖活性评价[J]. 食品工业科技,2024,45(1):178−184. doi: 10.13386/j.issn1002-0306.2023030017ZHANG Xiaobing, ZHANG Yushi, WANG Yu, et al. Optimization of Proanthocyanidin Extraction from Cerasus humilis Pomace and Evaluation of Its in Vitro Antioxidant and Hypoglycemic Activity[J]. Science and Technology of Food Industry, 2024, 45(1): 178−184.(in Chinese with English abstract). doi: 10.13386/j.issn1002-0306.2023030017· 工艺技术 ·欧李果渣原花青素提取工艺优化及其体外抗氧化和降糖活性评价张晓冰,张羽师,王 雨,赵锦江,王笑雪,刘舒鹏,李卫东*(北京中医药大学中药学院,北京 102488)摘 要:本研究以欧李果渣为原料,采用单因素结合正交试验对超声波辅助提取欧李果渣原花青素工艺进行优化,采用DPPH 自由基清除实验、ABTS +自由基清除实验、FRAP 法测定铁离子还原能力实验对纯化后的欧李果渣原花青素抗氧化活性进行评价,并采用α-葡萄糖苷酶活性抑制试验对其降糖活性进行评价。

结果表明,各因素对欧李果渣中原花青素提取得率的影响程度排序为:超声温度>料液比>超声时间>乙醇浓度;最佳提取工艺为乙醇浓度70%,超声温度60 ℃,超声时间40 min ,料液比1:30 g/mL ,在此条件下欧李果渣中原花青素得率为15.37 mg/g 。

数学专业英语词汇(H)_数学物理英语词汇

数学专业英语词汇(H)_数学物理英语词汇

h closed h闭的haar condition 哈尔条件haar measure 哈尔测度hadamard criterion 阿达玛判别准则hadamard gap condition 阿达玛间断条件hadamard matrix 阿达玛矩阵hadamard method of descent 阿达玛下降法hadamard multiplication theorem 阿达玛乘法定理hadamard three circles theorem 阿达玛三圆定理half 半half angle 半角half angle formulas 半角公式half axis 半轴half closed interval 半闭区间half exact 半正合的half line 半直线half neighborhood 半邻域half plane 半无限平面half plane of absolute convergence 绝对收敛半平面half plane of convergence 收敛半平面half round 半圆的half side formulas 半边公式half space 半空间halve 对分halving method 二等分法hamilton characteristic function 哈密顿特寨数hamilton formula 哈密顿公式hamilton function 哈密顿函数hamilton jacobi equation 哈密顿雅可比方程hamilton jacobi theory 哈密顿雅可比理论hamilton principle 哈密顿原理hamiltonian 哈密顿函数hamiltonian circuit 哈密顿回路hamiltonian group 哈密顿群hamiltonian operator 哈密顿算子hamiltonian path 合密顿道路hand 边handle 环柄handle of the second kind 交叉套handlebody 环柄体hankel transformation 汉克尔变换harmonic analysis 低分析harmonic analyzer 傅里叶分析仪harmonic conjugate 低共轭点harmonic constant 低常数harmonic curve 低曲线harmonic differential equation 低微分方程harmonic division 低分割harmonic function 低函数harmonic integral 低积分harmonic mapping 低映射harmonic mean 低平均harmonic measure 低测度harmonic motion 低运动harmonic oscillation 谐振动harmonic progression 低级数harmonic ratio 低比harmonic series 低级数harmonic synthesis 傅里叶综合法harmonicity 低性hasse diagram 哈塞图hausdorff group 豪斯道夫群hausdorff measure 豪斯道夫测度hausdorff metric 豪斯道夫度量hausdorff separation axiom 廉斯道夫分离公理hausdorff space 分离空间haversine 半正矢heat 热heat conduction 热传导hecke character 黑克特贞hecke operator 黑克算子hectoliter 百升hectometer 百米helicograph 螺旋规helicoid 螺旋面helicoidal surface 螺旋面helix 螺旋线hemi continuous 半连续的hemihedry 半对称hemipyramid 半棱锥体hemisphere 半球hemispherical 半球面的hemispherical shape 半球形hendecagon 十一边形henselization 享泽莱化heptagon 七边形heptahedron 七面体hereditarily enumerable set 遗传可数集hereditarily generating system 遗传的生成系hereditarily indecomposable continuum 遗传不可分解的连续统hereditarily normal space 遗传正规空间hereditary class 遗传类hereditary property 遗传性质hereditary set 遗传集hereditary system of sets 集的遗传系heredity 遗传性hermite function 埃尔米特函数hermite interpolation formula 埃尔米特插值公式hermite interpolation polynomial 埃尔米特插值多项式hermite normal form 埃尔米特正规形式hermite polynomial 埃尔米特多项式hermite reciprocity law 埃尔米待互反律hermitian bilinear functional 埃尔米特双线性泛函hermitian conjugate 埃尔米特共轭阵hermitian form 埃尔米特形式hermitian inner product module 埃尔米特内积模hermitian inner product space 埃尔米特空间hermitian kernel 埃尔米特核hermitian matrix 埃尔米特矩阵hermitian metric 埃尔米特度量hermitian operator 埃尔米特算子hermitian polynomiat 埃尔米特多项式hermitian transformation 埃尔米特变换hero formula 海伦公式hesse normal form 海赛正规形式hessian 海赛形式hessian group 海赛群hessian matrix 海赛矩阵hexagon 六边形hexagonal 六边形的hexagonal net 六边形网格hexagonal system 六角系hexahedral 六面体的hexahedron 六面体hexakistetrahedron 六四面体hierarchical classification 谱系分类hierarchy 分层high speed computer 高速计算机higher algebra 高等代数higher commutator 广义换位子higher derivative 高阶导数higher mathematics 高等数学higher order term 高阶项higher plane curve 高次平面曲线higher singularity 高次奇异性highest common divisor 最大公约highest common factor 最大公因子highest derivative 最高阶导数highest order 最高位highest weight 最高权hilbert basis theorem 希耳伯特基定理hilbert cube 希耳伯特超平行体hilbert inequality 希耳伯特不等式hilbert integral 希耳伯特积分hilbert matrix 希耳伯特矩阵hilbert modular form 希耳伯特模形式hilbert modular function 希耳伯特模函数hilbert modular group 希耳伯特模群hilbert nullstellensatz 希耳伯特零点定理hilbert parallelotope 希耳伯特超平行体hilbert problems 希耳伯特问题hilbert space 希耳伯特空间hill differential equation 希耳微分方程histogram 直方图history 履历hodograph 速端曲线hodograph transformation 速端曲线变换hodometer 路程表holding domain 解域holomorph convex manifold 全形凸廖holomorph separable manifold 全形可分廖holomorphic 正则的holomorphic completeness 全纯完全性holomorphic convexity 正则凸性holomorphic differential 全纯微分holomorphic differential form 全纯微分形式holomorphic divisor 全纯除子holomorphic function 全纯函数holomorphic manifold 复解析廖holomorphic mapping 全纯映射holomorphic part 全纯部分holomorphy 正则holonomic condition 完全性条件holonomic reference system 完整参考系holonomic system 完整系holonomy 完整holonomy group 完整群homeomorph 同胚象homeomorphic 同胚的homogeneity 齐性homogeneity formula 齐性公式homogeneity of variances 同方差性homogeneity relation 齐性关系homogeneous 均匀的homogeneous cartesian co ordinates 齐次笛卡儿坐标homogeneous coordinates 齐次笛卡儿坐标homogeneous distribution 均匀分布homogeneous element 齐次元素homogeneous equation 齐次方程homogeneous function 齐次函数homogeneous function of order k k阶齐次函数homogeneous ideal 齐次理想homogeneous integral equation 齐次积分方程homogeneous linear boundary value problem 齐次线性边值问题homogeneous linear differential equation 齐次线性微分方程homogeneous linear transformation 齐次线性变换homogeneous lineare transformation 齐次线性变换homogeneous markov chain 齐次马尔可夫链homogeneous markov process 齐次马尔可夫过程homogeneous operator 齐次算子homogeneous polynomial 齐次多项式homogeneous space 商空间homogeneous system of differential equations 齐次微分方程组homogeneous system of linear equations 齐次线性方程组homogeneous variational problem 齐次变分问题homographic function 单应函数homological algebra 同碟数homological dimension 同惮数homological invariant 同祷变量homologous mappings 同党射homologous simplicial map 同单形映射homologous to zero 同第零homology 同调homology algebra 同碟数homology class 同掂homology equivalence 同等价homology equivalent complex 同等价复形homology functor 同弹子homology group 同岛homology manifold 同滴homology module 同担homology operation 同邓算homology sequence 同凋列homology simplex 同单形homology spectral sequence 同底序列homology sphere 同凋homology theory 同帝homology type 同低homomorphic group 同态群homomorphic image 同态象homomorphism 同态homomorphism theorem 同态定理homoscedastic 同方差的homoscedasticity 同方差性homothetic transformation 相似扩大homothety 相似扩大homotopic 同伦的homotopic invariant 同伦不变量homotopic map 同伦映射homotopic path 同伦道路homotopically equivalent space 同伦等价空间homotopy associativity 同伦结合性homotopy category of topological spaces 拓扑空间同伦范畴homotopy chain 同伦链homotopy class 同伦类homotopy classification 同伦分类homotopy equivalence 同伦等价homotopy excision theorem 同伦分割定理homotopy extension 同伦扩张homotopy group 同伦群homotopy group functor 同伦群函子homotopy inverse 同伦逆的homotopy operator 同伦算子homotopy sequence 同伦序列homotopy set 同伦集homotopy sphere 同伦球面homotopy theorem 同伦定理homotopy theory 同伦论homotopy type 同伦型homotopyassociative 同伦结合的horizon 水平线horizontal axis 水平轴horizontal component 水平分量horizontal coordinates 水平坐标horizontal plane 水平面horizontal projection 水平射影horned sphere 角形球面horocycle 极限圆horosphere 极限球面horse power 马力hungarian method 匈牙利法hurewicz isomorphism theorem 胡列维茨同构定理hydrodynamics 铃动力学hydromechanics 铃力学hydrostatics 铃静力学hyper graeco latin square 超格勒科拉丁方格hyper octahedral group 超八面体群hyperabelian function 超阿贝耳函数hyperalgebraic manifold 超代数廖hyperarithmetical 超算术的hyperarithmetical relation 超算术关系hyperbola 双曲线hyperbolic 双曲线的hyperbolic automorphism 双曲代换hyperbolic catenary 双曲悬链线hyperbolic cosecant 双曲余割hyperbolic cosine 双曲余弦hyperbolic cotangent 双曲余切hyperbolic cylinder 双曲柱hyperbolic elliptic motion 双曲椭圆运动hyperbolic equation 双曲型方程hyperbolic function 双曲函数hyperbolic geometry 双曲几何学hyperbolic inverse point 双曲逆点hyperbolic involution 双曲对合hyperbolic line 双曲线hyperbolic motion 双曲运动hyperbolic orbit 双曲线轨道hyperbolic paraboloid 双曲抛物面hyperbolic plane 双曲平面hyperbolic point 双曲点hyperbolic riemann surface 双曲型黎曼曲面hyperbolic rotation 双曲旋转hyperbolic secant 双曲正割hyperbolic sine 双曲正弦hyperbolic space 双曲空间hyperbolic spiral 双曲螺线hyperbolic substitution 双曲代换hyperbolic system 双曲型组hyperbolic tangent 双曲正切hyperbolic tangent function 双曲正切hyperbolic type 双曲型hyperbolicity 双曲性hyperboloid 双曲面hyperboloid of one sheet 单叶双曲面hyperboloid of revolution 旋转双曲面hyperboloid of two sheets 双叶双曲面hypercohomology 超上同调hypercomplex 超复数hypercomplex number 超复数hypercone 超锥hyperconjugation 超共轭hypercyclic group 超循环群hypercyclide 超四次圆纹曲面hyperelliptic 超椭圆的hyperelliptic function 超椭圆函数hyperelliptic integral 超椭圆积分hyperelliptic theta function 超椭圆函数hyperfinite c* algebra 超有限c*代数hypergeometric differential equation 超几何微分方程hypergeometric distribution 超几何分布hypergeometric function 超几何函数hypergeometric function of the second kind 第二类超几何函数hypergeometric series 超几何级数hypergeometry 超几何学hypergroup 超群hypermatrix 超矩阵hypernormal dispersion 超正态方差hyperplane 超平面hyperplane coordinates 超平面坐标hyperplane of support 支撑超平面hyperplane section 超平面截面hyperquadric 超二次曲面hyperreal numbers 超实数hyperspace 超空间hypersphere 超球面hyperstonian space 超斯通空间hypersurface 超曲面hypocycloid 内摆线hypocycloidal 圆内旋轮线的hypoelliptic operator 次椭圆型算子hypoellipticity 次椭圆性hypotenuse 斜边hypothesis 假设hypothetical population 假言总体hypotrochoid 长短辐圆内旋轮线。

土木岩土工程专业术语英语词汇

土木岩土工程专业术语英语词汇

土木工程工程地质岩土工程专业术语专业英语专业词汇岩层岩性lithology,人工堆积artificial accumulation,块石碎石土block and rubble,崩坡积avalanche slope accumulation,坡积slope accumulation,碎石土rubble,残坡积residual slope accumulation,坡洪积diluvial slope accumulation,砂卵砾石sand gravel,冰水堆积outwash accumulation,砂岩夹砾岩夹页岩sandstone interbedded with conglomerate and shale,变质砂岩metamorphic sandstone,硅质板岩siliceous slate,千枚状板岩phyllitic slate,变质砾岩metamorphic conglomerate,砂岩夹砾岩sandstone interbedded with conglomerate,地质构造geological structure,剪裂隙scisson,实测、推测平移断层actual measured and speculative strike-slip fault,实测、推测逆断层actual measured and speculative thrust fault,实测、推测正断层actual measured and speculative normal fault,不同纪系地层分界线formation boundary for different system,实测、推测同纪系地层分界线actual measured and speclative formationboundary for the same system ,岩性相变界线lithofacies change boundary,断层破碎带fractured zone of the fault,地貌及物理地质现象surface feature and geophysical phenomenon,阶地前缘(齿数代表阶地级数)front of the terrace(tooth number for terraceclass),勘探及其他exploration and othera semi-infinite elastic solid|半无限弹性体AASHTO= American Association State HighwayOfficials|美国州公路官员协会active earth pressure|主动土压力additional stress|附加应力allowable bearing capacity of foundation soil|地基容许承载力alluvial expansive soil|冲积膨胀土anchored plate retaining wall|锚定板挡土墙anchored sheet pile wall|锚定板板桩墙angle of internal friction|内摩擦角angle of repose|休止角anisotropy|各向异性ANSYS Booleans|布尔运算ANSYS Booleans Intersect|布尔交运算ANSYS Booleans Overlap|布尔搭接运算ANSYS Booleans Partition|布尔分割运算ANSYS Cartesian|笛卡儿坐标ANSYS Cylindrical|柱坐标ANSYS Eigen Buckling|特征值屈伸分析ANSYS Global Cartesian|笛卡儿坐标系ANSYS Global Cylindrical|柱坐标系ANSYS Global Spherical|球坐标系ANSYS Grid|网格ANSYS Harmonic|谐振分析ANSYS Model|模态分析ANSYS Normal|法向向量ANSYS Polar|极坐标ANSYS Spectrum|谱分析ANSYS Spherical|球坐标ANSYS Static|静态分析ANSYS Substructuring|子结构分析ANSYS Tolerance|允许偏差ANSYS Transient|瞬态分析ANSYS Trial|坐标轴ANSYS Working Plane Origin|工作平面原点anti-slide pile|抗滑桩arrangement of piles|桩的布置artificial foundation|人工地基ASCE=American Society of Civil Engineer|美国土木工程师学会associated flow|关联流动Atterberg limits|阿太堡界限Barraon’s consolidation theory|巴隆固结理论bearing capacity|承载力bearing capacity of foundation soil|地基承载力bearing capacity of single pile|单桩承载力bearing stratum|持力层belled pier foundation|钻孔墩基础bench slope|台阶式坡形Biot’s consolidation theory|比奥固结理论Bishop method|毕肖普法bore hole columnar section|钻孔柱状图bored pile|钻孔桩bottom heave|(基坑)底隆起boulder|漂石boundary surface model|边界面模型box foundation|箱型基础braced cuts|支撑围护braced excavation|支撑开挖braced sheeting|支撑挡板bracing of foundation pit|基坑围护bulk constitutive equation|体积本构模型caisson foundation|沉井(箱)Cambridge model|剑桥模型cantilever retaining wall|悬臂式挡土墙cantilever sheet pile wall|悬臂式板桩墙cap model|盖帽模型casing|套管cast in place|灌注桩cement column|水泥桩cement mixing method|水泥土搅拌桩centrifugal model test|离心模型试验chemical stabilization|化学加固法clay|粘土clay fraction|粘粒粒组clay minerals粘土|矿物clayey silt|粘质粉土clayey soil|粘性土coarse sand|粗砂cobble|卵石coefficent of compressibility|压缩系数coefficient of consolidation|固结系数coefficient of gradation|级配系数coefficient of permeability|渗透系数coefficient of variation|变异系数cohesion|粘聚力collapsible loess treatment|湿陷性黄土地基处理compacted expansive soil|击实膨胀土compaction test|击实试验compactness|密实度compensated foundation|补偿性基础complex texture|复合式结构composite foundation|复合地基compressibility|压缩性compressibility modulus|压缩摸量compression index|压缩指数concentrated load|集中荷载consolidated drained direct shear test|慢剪试验consolidated drained triaxial test|固结排水试验(CD) consolidated quick direct shear test|固结快剪试验consolidated undrained triaxial test|固结不排水试验(CU) consolidation| 固结consolidation curve|固结曲线consolidation test|固结试验consolidation under K0 condition| K0固结constant head permeability|常水头渗透试验constitutive equation|本构关系constitutive model|本构模型Coulomb’s earth pressure theory|库仑土压力理论counter retaining wall|扶壁式挡土墙country rock|围岩critical edge pressure|临塑荷载cross-hole test| 跨孔试验cushion|垫层cyclic loading|周期荷载cycling load|反复荷载damping ratio|阻尼比Darcy’s law| 达西定律dead load sustained load|恒载持续荷载deep foundation|深基础deep settlement measurement|深层沉降观测deep well point|深井点deformation|变形deformation modulus|变形摸量deformation monitoring|变形监测degree of consolidation|固结度degree of saturation|饱和度density|密度dewatering|(基坑)降水dewatering method|降低地下水固结法diaphragm wall|地下连续墙截水墙dilatation|剪胀dimensionless frequency|无量纲频率direct shear|直剪direct shear apparatus|直剪仪direct shear test|直剪试验direct simple shear test|直接单剪试验direction arrangement|定向排列discount coefficient|折减系数diving casting cast-in-place pile|沉管灌注桩domain effect theory|叠片体作用理论drilled-pier foundation|钻孔扩底墩dry unit weight|干重度dry weight density|干重度Duncan-Chang model|邓肯-张模型duration of earthquake|地震持续时间dyke堤|(防)dynamic compaction|强夯法dynamic compaction replacement|强夯置换法dynamic load test of pile|桩动荷载试验dynamic magnification factor|动力放大因素dynamic penetration test|(DPT)动力触探试验dynamic pile testing|桩基动测技术dynamic properties of soils| 土的动力性质dynamic settlement|振陷(动沉降)dynamic shear modulus of soils|动剪切模量dynamic strength|动力强度dynamic strength of soils|动强度dynamic subgrade reaction method|动基床反力法dynamic triaxial test|三轴试验earth pressure|土压力earth pressure at rest|静止土压力earthquake engineering|地震工程earthquake intensity|地震烈度earthquake magnitude|震级earthquake response spectrum|地震反应谱effective stress|有效应力effective stress approach of shear strength|剪胀抗剪强度有效应力法effective stress failure envelop|有效应力破坏包线effective stress strength parameter|有效应力强度参数effective unit weight|有效重度efficiency factor of pile groups|群桩效率系数(η)efficiency of pile groups|群桩效应elastic half-space foundation model|弹性半空间地基模型elastic half-space theory of foundationvibration|基础振动弹性半空间理论elastic model|弹性模型elastic modulus|弹性模量elastoplastic model|弹塑性模型embedded depth of foundation|基础埋置深度end-bearing pile|端承桩engineering geologic investigation|工程地质勘察equivalent lumped parameter method|等效集总参数法equivalent node load|等小结点荷载evaluation of liquefaction|液化势评价ewatering method|降低地下水位法excavation|开挖(挖方)excess pore water pressure|超孔压力expansive ground treatment|膨胀土地基处理expansive soil|膨胀土failure criterion|破坏准则failure of foundation|基坑失稳falling head permeability|变水头试验fatigue test|疲劳试验Fellenius method of slices|费纽伦斯条分法field permeability test|现场渗透试验field vane shear strength|十字板抗剪强度filling condition|填筑条件final set|最后贯入度final settlement|最终沉降fine sand|细砂finite element method|有限员法flexible foundation|柔性基础floor heave|底膨flow net|流网flowing soil|流土foundation design|基础设计foundation engineering|基础工程foundation vibration|基础振动foundation wall|基础墙fractal structure|分形结构free swell|自由膨胀率freezing and heating|冷热处理法free(resonance)vibration column test|自(共)振柱试验friction pile|摩擦桩frozen heave|冻胀frozen soil|冻土general shear failure|整体剪切破化geofabric|土工织物geologic mode|地质结构模式geometric damping|几何阻尼geostatic stress|自重应力geotechnical engineering|岩土工程geotechnical model test|土工模型试验gravel|砂石gravelly sand|砾砂gravity retaining wall|重力式挡土墙ground treatment|地基处理ground treatment in mountain area|山区地基处理groundwater|地下水groundwater level|地下水位groundwater table|地下水位group action|群桩作用high pressure consolidation test|高压固结试验high-rise pile cap|高桩承台homogeneous|均质hydraulic gradient|水力梯度hydrometer analysis|比重计分析hyperbolic model|双曲线模型hysteresis failure|滞后破坏ideal elastoplastic model|理想弹塑性模型in situ test|原位测试in-situ pore water pressure measurement|原位孔隙水压量测in-situ soil test|原位试验initial liquefaction|初始液化initial pressure|初始压力initial stress field|初始应力场isotropic|各向同性ISSMGE=International Society for Soil Mechanics and Geotechnical Engineering|国际土力学与岩土工程学会jet grouting|高压喷射注浆法Kaolinite|高岭石laminar texture|层流结构landslide precasting|滑坡预报landslides|滑坡lateral load test of pile|单桩横向载荷试验lateral pile load test|单桩横向载荷试验lateral pressure coefficient|侧压力系数layered filling|分层填筑leakage|渗流light sounding|轻便触探试验lime soil pile|灰土挤密桩lime-soil compacted column|灰土挤密桩lime-soil compaction pile| 灰土挤密桩limit equilibrium method|极限平衡法limiting pressure|极限压力lining|衬砌liquefaction strength|抗液化强度live load|活载local shear failure|局部剪切破坏long term strength|长期强度long-term strength|长期强度long-term transient load|长期荷载low pile cap|低桩承台material damping|材料阻尼mathematical method|数学模型maximum acceleration of earthquake|地震最大加速度maximum dry density|最大干密度medium sand|中砂modulus of compressibility|压缩模量Mohr-Coulomb failure condition|摩尔-库仑破坏条件Mohr-Coulomb theory|莫尔-库仑理论Mohr-Coulomb yield criterion|莫尔-库仑屈服准则moist unit weight|湿重度multi-dimensional consolidation|多维固结NATM|新奥法natural frequency of foundation|基础自振频率natural period of soil site|地基固有周期net foundation pressure|基底附加应力nonlinear analysis|非线性分析nonlinear elastic model|非线性弹性模型normal distribution| 正态分布normal stresses|正应力normally consolidated soil|正常固结土numerical geotechanics|数值岩土力学one-dimensional consolidation|一维固结optimum water content|最优含水率over consolidation ration| (OCR)超固结比overconsolidated soil|超固结土overconsolidation|超固结性overconsolidation soil|超固结土passive earth pressure|被动土压力peak strength|峰值强度peat|泥炭permeability|渗透性physical properties|物理性质pile caps|承台(桩帽)pile cushion|桩垫pile foundation|桩基础pile groups|群桩pile headt|桩头pile integrity test|桩的完整性试验pile noise|打桩噪音pile pulling test|拔桩试验pile rig|打桩机pile shoe|桩靴pile tip|桩端(头)piles set into rock|嵌岩灌注桩pillow|褥垫piping|管涌plastic drain|塑料排水带plate loading test|载荷试验Poisson ratio|泊松比poorly-graded soil|级配不良土pore pressure|孔隙压力pore water pressure|孔隙水压力pore-pressure distribution|孔压分布precast concrete pile|预制混凝土桩preconsolidated pressure|先期固结压力preconsolidation pressure|先期固结压力preloading|预压法pressuremeter test|旁压试验prestressed concrete pile|预应力混凝土桩prestressed concrete pipe pile|预应力混凝土管桩primary consolidation|主固结primary structural surface|原生结构面principal plane|主平面principal stress|主应力principle of effective stress|有效应力原理probabilistic method|概率法probability of failure|破坏概率progressive failure|渐进破坏punching shear failure|冲剪破坏quick direct shear test|快剪试验rammed bulb pile|夯扩桩rammed-cement-soil pile|夯实水泥土桩法random arrangement|随机排列Rankine’s earth pressure theory|朗金土压力理论rebound index|回弹指数recompaction|再压缩reduced load|折算荷载reinforced concrete sheet pile|钢筋混凝土板桩reinforcement method|加筋法reloading|再加载replacement ratio|(复合地基)置换率residual diluvial expansive soil|残坡积膨胀土residual soil|残积土residual strength|残余强度resistance to side friction|侧壁摩擦阻力retaining wall|挡土墙rigid foundation|刚性基础rigid plastic model|刚塑性模型rolling compaction|碾压root pile|树根桩safety factor|安全系数safety factor of slope|边坡稳定安全系数sand boiling|砂沸sand drain|砂井sand wick|袋装砂井sand-gravel pile|砂石桩sandy silt|砂质粉土saturated soil|饱和土saturated unit weight|饱和重度saturation degree|饱和度screw plate test|螺旋板载荷试验secondary consolidation|次固结secondary minerals|次生矿物secondary structural surface|次生结构面seepage|渗透(流)seepage force|渗透力seepage pressure|渗透压力seismic predominant period|地震卓越周期sensitivity|灵敏度settlement|沉降shaft|竖井身shallow foundation|浅基础shear modulus|剪切摸量shear strain rate|剪切应变速率shear strength|抗剪强度shear strength of interlayered weak surface|层间软弱面强度shear strength of repeated swelling shrinkage|反复胀缩强度shear stresses|剪应力sheet pile structure|板桩结构物shield tunnelling method|盾构法shinkrage coefficient|收缩系数shinkrage limit|缩限short –term transient load|短期瞬时荷载sieve analysis|筛分silent piling|静力压桩silt|粉土silty clay|粉质粘土silty sand|粉土size effect|尺寸效应slaking characteristic|崩解性slices method|条分法slip line|滑动线slope protection|护坡slope stability analysis|土坡稳定分析soft clay|软粘土soft clay ground|软土地基soft soil|软土soil dynamics|土动力学soil fraction|粒组soil mass|土体soil mechanics|土力学special-shaped cast-in-place pile|机控异型灌注桩specific surface|比表面积spread footing|扩展基础square spread footing|方形独立基础sshaft resistance|桩侧阻stability analysis|稳定性分析stability of foundation soil|地基稳定性stability of retaining wall|挡土墙稳定性state of limit equilibrium|极限平衡状态static cone penetration|(SPT) 静力触探试验static load test of pile|单桩竖向静荷载试验steel pile|钢桩steel piles|钢桩steel pipe pile|钢管桩steel sheet pile|钢板桩stress path|应力路径stress wave in soils|土中应力波striation|擦痕strip footing|条基strip foundation|条形基础structural characteristic|结构特征structure-foundation-soil interactionanalysis|上部结构-基础-地基共同作用分析subgrade|路基surcharge preloading|超载预压法surface compaction|表层压实法Swedish circle method|瑞典圆弧滑动法swelling index|回弹指数system of engineering structure|工程结构系统technical code for ground treatment of building|建筑地基处理技术规范tectonic structural surface|构造结构面Terzzaghi’s consolidation theory|太沙基固结理论thermal differential analysis|差热分析three phase diagram|三相图timber piles|木桩time effcet|时间效应time effect|时间效应time factor Tv|时间因子tip resistance|桩端阻total stress|总应力total stress approach of shear strength|抗剪强度总应力法tri-phase soil|三相土triaxial test|三轴试验ultimate bearing capacity of foundation soil|地基极限承载力ultimate lateral resistance of single pile|单桩横向极限承载力unconfined compression|无侧限抗压强度unconfined compression strength|无侧限抗压强度unconsolidated-undrained triaxial test|不固结不排水试验(UU) underconsolidated soil|欠固结土undrained shear strength|不排水抗剪强度Unified soil classification system|土的统一分类系统uniformity coefficient|不均匀系数unloading|卸载unsaturated soil|非饱和土uplift pile|抗拔桩vacuum preloading|真空预压法vacuum well point|真空井点vane strength|十字板抗剪强度vertical allowable load capacity|单桩竖向容许承载力vertical ultimate uplift resistance of single pile|单桩抗拔极限承载力vibration isolation|隔振vibroflotation method|振冲法viscoelastic foundation|粘弹性地基viscoelastic model|粘弹性模型viscous damping|粘滞阻尼water affinity|亲水性wave equation analysi|s波动方程分析wave velocity method|波速法well point system|井点系统(轻型)well-graded soil|级配良好土Winkler foundation model|文克尔地基模型wooden sheet pile|木板桩work hardening|加工硬化work softening|加工软化yield function|屈服函数zonal soil|区域性土一. 综合类geotechnical engineering岩土工程foundation engineering基础工程soil, earth土soil mechanics土力学cyclic loading周期荷载unloading卸载reloading再加载viscoelastic foundation粘弹性地基viscous damping粘滞阻尼shear modulus剪切模量5.soil dynamics土动力学6.stress path应力路径7.numerical geotechanics 数值岩土力学二. 土的分类1.residual soil残积土groundwater level地下水位2.groundwater 地下水groundwater table地下水位3.clay minerals粘土矿物4.secondary minerals次生矿物ndslides滑坡6.bore hole columnar section钻孔柱状图7.engineering geologic investigation工程地质勘察8.boulder漂石9.cobble卵石10.gravel砂石11.gravelly sand砾砂12.coarse sand粗砂13.medium sand中砂14.fine sand细砂15.silty sand粉土16.clayey soil粘性土17.clay粘土18.silty clay粉质粘土19.silt粉土20.sandy silt砂质粉土21.clayey silt粘质粉土22.saturated soil饱和土23.unsaturated soil非饱和土24.fill (soil)填土25.overconsolidated soil超固结土26.normally consolidated soil正常固结土27.underconsolidated soil欠固结土29.soft clay软粘土30.expansive (swelling) soil膨胀土31.peat泥炭32.loess黄土33.frozen soil冻土三. 土的基本物理力学性质 compression index2.cu undrained shear strength3.cu/p0 ratio of undrained strength cu to effective overburden stress p0 (cu/p0)NC ,(cu/p0)oc subscripts NC and OC designated normally consolidated and overconsolidated, respectively4.cvane cohesive strength from vane test5.e0 natural void ratio6.Ip plasticity index7.K0 coefficient of “at-rest ”pressure ,for totalstressesσ1 andσ28.K0‟ domain for effective stressesσ1 … andσ2‟9.K0n K0 for normally consolidated state 10.K0u K0 coefficient under rapid continuous loading ,simulating instantaneous loading or an undrained condition 11.K0d K0 coefficient under cyclic loading(frequency less than 1Hz),asa pseudo- dynamic test for K0 coefficient12.kh ,kv permeability in horizontal and vertical directions, respectively13.N blow count, standard penetration test14.OCR over-consolidation ratio15.pc preconsolidation pressure ,from oedemeter test16.p0 effective overburden pressure 17.p s specific cone penetration resistance, from static cone test 18.qu unconfined compressive strength19.U, Um degree of consolidation ,subscript m denotes mean value of a specimen20.u ,ub ,um pore (water) pressure, subscripts b and m denote bottom of specimen and mean value, respectively21.w0 wL wp natural water content, liquid and plastic limits, respectively22.σ1,σ2 principal stresses, σ1 … andσ2‟ denote effective principal stresses23.Atterberg limits阿太堡界限24.degree of saturation饱和度25.dry unit weight干重度26.moist unit weight湿重度27.saturated unit weight饱和重度28.effective unit weight有效重度29.density密度pactness密实度31.maximum dry density最大干密度32.optimum water content最优含水量33.three phase diagram三相图34.tri-phase soil三相土35.soil fraction粒组36.sieve analysis筛分37.hydrometer analysis比重计分析38.uniformity coefficient不均匀系数39.coefficient of gradation级配系数40.fine-grained soil(silty and clayey)细粒土41.coarse- grained soil(gravelly and sandy)粗粒土42.Unified soil classification system土的统一分类系统43.ASCE=American Society of Civil Engineer美国土木工程师学会44.AASHTO= American Association State HighwayOfficials美国州公路官员协会45.ISSMGE=International Society for Soil Mechanics and Geotechnical Engineering国际土力学与岩土工程学会四. 渗透性和渗流1.Darcy’s law 达西定律2.piping管涌3.flowing soil流土4.sand boiling砂沸5.flow net流网6.seepage渗透(流)7.leakage渗流8.seepage pressure渗透压力9.permeability渗透性10.seepage force渗透力11.hydraulic gradient水力梯度12.coefficient of permeability渗透系数五. 地基应力和变形1.soft soil软土2.(negative) skin friction of drivenpile打入桩(负)摩阻力3.effective stress有效应力4.total stress总应力5.field vane shear strength十字板抗剪强度6.low activity低活性7.sensitivity灵敏度8.triaxial test三轴试验9.foundation design基础设计10.recompaction再压缩11.bearing capacity承载力12.soil mass土体13.contact stress (pressure)接触应力(压力)14.concentrated load集中荷载15.a semi-infinite elastic solid半无限弹性体16.homogeneous均质17.isotropic各向同性18.strip footing条基19.square spread footing方形独立基础20.underlying soil (stratum ,strata)下卧层(土)21.dead load =sustained load恒载持续荷载22.live load活载23.short –term transient load短期瞬时荷载24.long-term transient load长期荷载25.reduced load折算荷载26.settlement沉降27.deformation变形28.casing套管29.dike=dyke堤(防)30.clay fraction粘粒粒组31.physical properties物理性质32.subgrade路基33.well-graded soil级配良好土34.poorly-graded soil级配不良土35.normal stresses正应力36.shear stresses剪应力37.principal plane主平面38.major (intermediate, minor) principal stress最大(中、最小)主应力39.Mohr-Coulomb failure condition摩尔-库仑破坏条件40.FEM=finite element method有限元法41.limit equilibrium method极限平衡法42.pore water pressure孔隙水压力43.preconsolidation pressure先期固结压力44.modulus of compressibility压缩模量45.coefficent of compressibility压缩系数pression index压缩指数47.swelling index回弹指数48.geostatic stress自重应力49.additional stress附加应力50.total stress总应力51.final settlement最终沉降52.slip line滑动线六. 基坑开挖与降水1 excavation开挖(挖方)2 dewatering(基坑)降水3 failure of foundation基坑失稳4 bracing of foundation pit基坑围护5 bottom heave=basal heave (基坑)底隆起6 retaining wall挡土墙7 pore-pressure distribution孔压分布8 dewatering method降低地下水位法9 well point system井点系统(轻型)10 deep well point深井点11 vacuum well point真空井点12 braced cuts支撑围护13 braced excavation支撑开挖14 braced sheeting支撑挡板七. 深基础--deep foundation1.pile foundation桩基础1)cast –in-place灌注桩diving casting cast-in-place pile沉管灌注桩bored pile钻孔桩special-shaped cast-in-place pile机控异型灌注桩piles set into rock嵌岩灌注桩rammed bulb pile夯扩桩2)belled pier foundation钻孔墩基础drilled-pier foundation钻孔扩底墩under-reamed bored pier 3)precast concrete pile预制混凝土桩4)steel pile钢桩steel pipe pile钢管桩steel sheet pile钢板桩5)prestressed concrete pile预应力混凝土桩prestressed concrete pipe pile预应力混凝土管桩2.caisson foundation沉井(箱)3.diaphragm wall地下连续墙截水墙4.friction pile摩擦桩5.end-bearing pile端承桩6.shaft竖井;桩身7.wave equation analysis波动方程分析8.pile caps承台(桩帽)9.bearing capacity of single pile单桩承载力teral pile loadtest单桩横向载荷试验11.ultimate lateral resistance of single pile单桩横向极限承载力12.static load test of pile单桩竖向静荷载试验13.vertical allowable load capacity单桩竖向容许承载力14.low pile cap低桩承台15.high-rise pile cap高桩承台16.vertical ultimate uplift resistance of singlepile单桩抗拔极限承载力17.silent piling静力压桩18.uplift pile抗拔桩19.anti-slide pile抗滑桩20.pile groups群桩21.efficiency factor of pile groups群桩效率系数(η)22.efficiency of pile groups群桩效应23.dynamic pile testing桩基动测技术24.final set最后贯入度25.dynamic load test of pile桩动荷载试验26.pile integrity test桩的完整性试验27.pile head=butt桩头28.pile tip=pile point=pile toe桩端(头)29.pile spacing桩距30.pile plan桩位布置图31.arrangement of piles =pile layout桩的布置32.group action群桩作用33.end bearing=tip resistance桩端阻34.skin(side) friction=shaft resistance桩侧阻35.pile cushion桩垫36.pile driving(by vibration) (振动)打桩37.pile pulling test拔桩试验38.pile shoe桩靴39.pile noise打桩噪音40.pile rig打桩机八. 地基处理--ground treatment1.technical code for ground treatment of building建筑地基处理技术规范2.cushion垫层法3.preloading预压法4.dynamic compaction强夯法5.dynamic compaction replacement强夯置换法6.vibroflotation method振冲法7.sand-gravel pile砂石桩8.gravel pile(stone column)碎石桩9.cement-flyash-gravel pile(CFG)水泥粉煤灰碎石桩10.cement mixing method水泥土搅拌桩11.cement column水泥桩12.lime pile (lime column)石灰桩13.jet grouting高压喷射注浆法14.rammed-cement-soil pile夯实水泥土桩法15.lime-soil compaction pile 灰土挤密桩lime-soil compacted column灰土挤密桩lime soil pile灰土挤密桩16.chemical stabilization化学加固法17.surface compaction表层压实法18.surcharge preloading超载预压法19.vacuum preloading真空预压法20.sand wick袋装砂井21.geofabric ,geotextile土工织物posite foundation复合地基23.reinforcement method加筋法24.dewatering method降低地下水固结法25.freezing and heating冷热处理法26.expansive ground treatment膨胀土地基处理27.ground treatment in mountain area山区地基处理28.collapsible loess treatment湿陷性黄土地基处理29.artificial foundation人工地基30.natural foundation天然地基31.pillow褥垫32.soft clay ground软土地基33.sand drain砂井34.root pile树根桩35.plastic drain塑料排水带36.replacement ratio(复合地基)置换率九. 固结consolidation1.Terzzaghi’s consolidation theory太沙基固结理论2.Barraon’s consolidation theory巴隆固结理论3.Biot’s consolidation theory比奥固结理论4.over consolidation ration (OCR)超固结比5.overconsolidation soil超固结土6.excess pore water pressure超孔压力7.multi-dimensional consolidation多维固结8.one-dimensional consolidation一维固结9.primary consolidation主固结10.secondary consolidation次固结11.degree of consolidation固结度12.consolidation test固结试验13.consolidation curve固结曲线14.time factor Tv时间因子15.coefficient of consolidation固结系数16.preconsolidation pressure前期固结压力17.principle of effective stress有效应力原理18.consolidation under K0 condition K0固结十. 抗剪强度shear strength1.undrained shear strength不排水抗剪强度2.residual strength残余强度3.long-term strength长期强度4.peak strength峰值强度5.shear strain rate剪切应变速率6.dilatation剪胀7.effective stress approach of shear strength 剪胀抗剪强度有效应力法8.total stress approach of shear strength抗剪强度总应力法9.Mohr-Coulomb theory莫尔-库仑理论10.angle of internal friction内摩擦角11.cohesion粘聚力12.failure criterion破坏准则13.vane strength十字板抗剪强度14.unconfined compression无侧限抗压强度15.effective stress failure envelop有效应力破坏包线16.effective stress strength parameter有效应力强度参数十一. 本构模型--constitutive model1.elastic model弹性模型2.nonlinear elastic model非线性弹性模型3.elastoplastic model弹塑性模型4.viscoelastic model粘弹性模型5.boundary surface model边界面模型6.Duncan-Chang model邓肯-张模型7.rigid plastic model刚塑性模型8.cap model盖帽模型9.work softening加工软化10.work hardening加工硬化11.Cambridge model剑桥模型12.ideal elastoplastic model理想弹塑性模型13.Mohr-Coulomb yield criterion莫尔-库仑屈服准则14.yield surface屈服面15.elastic half-space foundation model弹性半空间地基模型16.elastic modulus弹性模量17.Winkler foundation model文克尔地基模型十二. 地基承载力--bearing capacity of foundation soil1.punching shear failure冲剪破坏2.general shear failure整体剪切破化3.local shear failure局部剪切破坏4.state of limit equilibrium极限平衡状态5.critical edge pressure临塑荷载6.stability of foundation soil地基稳定性7.ultimate bearing capacity of foundation soil地基极限承载力8.allowable bearing capacity of foundation soil地基容许承载力十三. 土压力--earth pressure1.active earth pressure主动土压力2.passive earth pressure被动土压力3.earth pressure at rest静止土压力4.Coulomb’s earth pressure theory库仑土压力理论5.Rankine’s earth pressure theory朗金土压力理论十四. 土坡稳定分析--slope stability analysis1.angle of repose休止角2.Bishop method毕肖普法3.safety factor of slope边坡稳定安全系数4.Fellenius method of slices费纽伦斯条分法5.Swedish circle method瑞典圆弧滑动法6.slices method条分法十五. 挡土墙--retaining wall1.stability of retaining wall挡土墙稳定性2.foundation wall基础墙3.counter retaining wall扶壁式挡土墙4.cantilever retaining wall悬臂式挡土墙5.cantilever sheet pile wall悬臂式板桩墙6.gravity retaining wall重力式挡土墙7.anchored plate retaining wall锚定板挡土墙8.anchored sheet pile wall锚定板板桩墙十六. 板桩结构物--sheet pile structure1.steel sheet pile钢板桩2.reinforced concrete sheet pile钢筋混凝土板桩3.steel piles钢桩4.wooden sheet pile木板桩5.timber piles木桩十七. 浅基础--shallow foundation1.box foundation箱型基础2.mat(raft) foundation片筏基础3.strip foundation条形基础4.spread footing扩展基础pensated foundation补偿性基础6.bearing stratum持力层7.rigid foundation刚性基础8.flexible foundation柔性基础9.embedded depth of foundation基础埋置深度 foundation pressure基底附加应力11.structure-foundation-soil interactionanalysis上部结构-基础-地基共同作用分析十八. 土的动力性质--dynamic properties of soils1.dynamic strength of soils动强度2.wave velocity method波速法3.material damping材料阻尼4.geometric damping几何阻尼5.damping ratio阻尼比6.initial liquefaction初始液化7.natural period of soil site地基固有周期8.dynamic shear modulus of soils动剪切模量9.dynamic magnification factor动力放大因素10.liquefaction strength抗液化强度11.dimensionless frequency无量纲频率12.evaluation of liquefaction液化势评价13.stress wave in soils土中应力波14.dynamic settlement振陷(动沉降)十九. 动力机器基础1.equivalent lumped parameter method等效集总参数法2.dynamic subgrade reaction method动基床反力法3.vibration isolation隔振4.foundation vibration基础振动5.elastic half-space theory of foundationvibration基础振动弹性半空间理论6.allowable amplitude of foundation基础振动容许振幅7.natural frequency of foundation基础自振频率二十. 地基基础抗震1.earthquake engineering地震工程2.soil dynamics土动力学3.duration of earthquake地震持续时间4.earthquake response spectrum地震反应谱5.earthquake intensity地震烈度6.earthquake magnitude震级7.seismic predominant period地震卓越周期8.maximum acceleration of earthquake地震最大加速度二十一. 室内土工实验1.high pressure consolidation test高压固结试验2.consolidation under K0 condition K0固结试验3.falling head permeability变水头试验4.constant head permeability常水头渗透试验5.unconsolidated-undrained triaxial test不固结不排水试验(UU)6.consolidated undrained triaxial test固结不排水试验(CU)7.consolidated drained triaxial test固结排水试验(CD)paction test击实试验9.consolidated quick direct shear test固结快剪试验10.quick direct shear test快剪试验11.consolidated drained direct shear test慢剪试验12.sieve analysis筛分析13.geotechnical model test土工模型试验14.centrifugal model test离心模型试验15.direct shear apparatus直剪仪16.direct shear test直剪试验17.direct simple shear test直接单剪试验。

数学英语词汇

数学英语词汇

圆锥面cone顶点vertex旋转单叶双曲面revolution hyperboloids of one sheet旋转双叶双曲面revolution hyperboloids of two sheets柱面cylindrical surface ,cylinder圆柱面cylindrical surface准线directrix抛物柱面parabolic cylinder二次曲面quadric surface椭圆锥面dlliptic cone椭球面ellipsoid单叶双曲面hyperboloid of one sheet双叶双曲面hyperboloid of two sheets旋转椭球面ellipsoid of revolution椭圆抛物面elliptic paraboloid旋转抛物面paraboloid of revolution双曲抛物面hyperbolic paraboloid马鞍面saddle surface椭圆柱面elliptic cylinder双曲柱面hyperbolic cylinder抛物柱面parabolic cylinder空间曲线space curve空间曲线的一般方程general form equations of a space curve空间曲线的参数方程parametric equations of a space curve螺转线spiral螺矩pitch投影柱面projecting cylinder投影projection平面的点法式方程pointnorm form eqyation of a plane法向量normal vector平面的一般方程general form equation of a plane两平面的夹角angle between two planes点到平面的距离distance from a point to a plane空间直线的一般方程general equation of a line in space方向向量direction vector直线的点向式方程pointdirection form equations of a line方向数direction number直线的参数方程parametric equations of a line两直线的夹角anglebetween two lines垂直perpendicular直线与平面的夹角angle between a line and a planes平面束pencil of planes平面束的方程equation of a pencil of planes行列式determinant系数行列式coefficient determinant第八章多元函数微分法及其应用Chapter8 Differentiation of Functions of Severa l Variables and Its Application一元函数function of one variable多元函数function of several variables内点interior point外点exterior point边界点frontier point,boundary point聚点point of accumulation开集openset闭集closed set连通集connected set开区域open region闭区域closed region有界集bounded set无界集unbounded setn维空间n-dimentional space二重极限double limit多元函数的连续性continuity of function of seveal连续函数continuous function不连续点discontinuity point一致连续uniformly continuous偏导数partial derivative对自变量x的偏导数partial derivative with respect to independent variable x高阶偏导数partial derivative of higher order二阶偏导数second order partial derivative混合偏导数hybrid partial derivative全微分total differential偏增量oartial increment偏微分partial differential全增量total increment可微分differentiable必要条件necessary condition充分条件sufficient condition叠加原理superpostition principle全导数total derivative中间变量intermediate variable隐函数存在定理theorem of the existence of implicit function曲线的切向量tangent vector of a curve法平面normal plane向量方程vector equation向量值函数vector-valued function切平面tangent plane法线normal line方向导数directional derivative梯度gradient数量场scalar field梯度场gradient field向量场vector field势场potential field引力场gravitational field引力势gravitational potential曲面在一点的切平面tangent plane to a surface at a point曲线在一点的法线normal line to a surface at a point无条件极值unconditional extreme values条件极值conditional extreme values拉格朗日乘数法Lagrange multiplier method拉格朗日乘子Lagrange multiplier经验公式empirical formula最小二乘法method of least squares均方误差mean square error第九章重积分Chapter9 Multiple Integrals二重积分double integral可加性additivity累次积分iterated integral体积元素volume element三重积分triple integral直角坐标系中的体积元素volume element in rectangular coordinate system柱面坐标cylindrical coordinates柱面坐标系中的体积元素volume element in cylindrical coordinate system球面坐标spherical coordinates球面坐标系中的体积元素volume element in spherical coordinate system反常二重积分improper double integral曲面的面积area of a surface质心centre of mass静矩static moment密度density形心centroid转动惯量moment of inertia参变量parametric variable第十章曲线积分与曲面积分Chapter10 Line(Curve)Integrals and Surface Integrals对弧长的曲线积分line integrals with respect to arc hength第一类曲线积分line integrals of the first type对坐标的曲线积分line integrals with respect to x,y,and z第二类曲线积分line integrals of the second type有向曲线弧directed arc单连通区域simple connected region复连通区域complex connected region格林公式Green formula第一类曲面积分surface integrals of the first type对面的曲面积分surface integrals with respect to area有向曲面directed surface对坐标的曲面积分surface integrals with respect to coordinate elements第二类曲面积分surface integrals of the second type有向曲面元element of directed surface高斯公式gauss formula拉普拉斯算子Laplace operator格林第一公式Green’s first formula通量flux散度divergence斯托克斯公式Stokes formula环流量circulation旋度rotation,curl第十一章无穷级数Chapter11 Infinite Series一般项general term部分和partial sum余项remainder term等比级数geometric series几何级数geometric series公比common ratio调和级数harmonic series柯西收敛准则Cauchy convergence criteria, Cauchy criteria for convergence正项级数series of positive terms达朗贝尔判别法D’Alembert test柯西判别法Cauchy test交错级数alternating series绝对收敛absolutely convergent条件收敛conditionally convergent柯西乘积Cauchy product函数项级数series of functions发散点point of divergence收敛点point of convergence收敛域convergence domain和函数sum function幂级数power series幂级数的系数coeffcients of power series阿贝尔定理Abel Theorem收敛半径radius of convergence收敛区间interval of convergence泰勒级数Taylor series麦克劳林级数Maclaurin series二项展开式binomial expansion近似计算approximate calculation舍入误差round-off error,rounding error欧拉公式Euler’s formula魏尔斯特拉丝判别法Weierstrass test三角级数trigonometric series振幅amplitude角频率angular frequency初相initial phase矩形波square wave谐波分析harmonic analysis直流分量direct component基波fundamental wave二次谐波second harmonic三角函数系trigonometric function system傅立叶系数Fourier coefficient傅立叶级数Forrier series周期延拓periodic prolongation正弦级数sine series余弦级数cosine series奇延拓odd prolongation偶延拓even prolongation傅立叶级数的复数形式complex form of Fourier series第十二章微分方程Chapter12 Differential Equation解微分方程solve a dirrerential equation常微分方程ordinary differential equation偏微分方程partial differential equation,PDE微分方程的阶order of a differential equation微分方程的解solution of a differential equation微分方程的通解general solution of a differential equation初始条件initial condition微分方程的特解particular solution of a differential equation初值问题initial value problem微分方程的积分曲线integral curve of a differential equation可分离变量的微分方程variable separable differential equation隐式解implicit solution隐式通解inplicit general solution衰变系数decay coefficient衰变decay齐次方程homogeneous equation一阶线性方程linear differential equation of first order非齐次non-homogeneous齐次线性方程homogeneous linear equation非齐次线性方程non-homogeneous linear equation常数变易法method of variation of constant暂态电流transient stata current稳态电流steady state current伯努利方程Bernoulli equation全微分方程total differential equation积分因子integrating factor高阶微分方程differential equation of higher order悬链线catenary高阶线性微分方程linera differential equation of higher order自由振动的微分方程differential equation of free vibration强迫振动的微分方程differential equation of forced oscillation串联电路的振荡方程oscillation equation of series circuit二阶线性微分方程second order linera differential equation线性相关linearly dependence线性无关linearly independce二阶常系数齐次线性微分方程second order homogeneour lineardifferential equation withconstant coefficient二阶变系数齐次线性微分方程second order homogeneous linear differential equation with variable coefficient特征方程characteristic equation无阻尼自由振动的微分方程differential equation of free vibration with zero damping固有频率natural frequency简谐振动simple harmonic oscillation,simple harmonic vibration微分算子differential operator待定系数法method of undetermined coefficient共振现象resonance phenomenon欧拉方程Euler equation幂级数解法power series solution数值解法numerial solution勒让德方程Legendre equation微分方程组system of differential equations常系数线性微分方程组system of linera differential equations with constant coefficient。

漫谈微分几何、多复变函数与代数几何(Differential geometry, functions

漫谈微分几何、多复变函数与代数几何(Differential geometry, functions

漫谈微分几何、多复变函数与代数几何(Differential geometry, functions of complex variable and algebraic geometry)Differential geometry and tensor analysis, developed with the development of differential geometry, are the basic tools for mastering general relativity. Because general relativity's success, to always obscure differential geometry has become one of the central discipline of mathematics.Since the invention of differential calculus, the birth of differential geometry was born. But the work of Euler, Clairaut and Monge really made differential geometry an independent discipline. In the work of geodesy, Euler has gradually obtained important research, and obtained the famous Euler formula for the calculation of normal curvature. The Clairaut curve of the curvature and torsion, Monge published "analysis is applied to the geometry of the loose leaf paper", the important properties of curves and surfaces are represented by differential equations, which makes the development of classical differential geometry to reach a peak. Gauss in the study of geodesic, through complicated calculation, in 1827 found two main curvature surfaces and its product in the periphery of the Euclidean shape of the space not only depends on its first fundamental form, the result is Gauss proudly called the wonderful theorem, created from the intrinsic geometry. The free surface of space from the periphery, the surface itself as a space to study. In 1854, Riemann made the hypothesis about geometric foundation, and extended the intrinsic geometry of Gauss in 2 dimensional curved surface, thus developing n-dimensional Riemann geometry, with the development of complex functions. A group of excellentmathematicians extended the research objects of differential geometry to complex manifolds and extended them to the complex analytic space theory including singularities. Each step of differential geometry faces not only the deepening of knowledge, but also the continuous expansion of the field of knowledge. Here, differential geometry and complex functions, Lie group theory, algebraic geometry, and PDE all interact profoundly with one another. Mathematics is constantly dividing and blending with each other.By shining the charming glory and the differential geometric function theory of several complex variables, unit circle and the upper half plane (the two conformal mapping establishment) defined on Poincare metric, complex function theory and the differential geometric relationships can be seen distinctly. Poincare metric is conformal invariant. The famous Schwarz theorem can be explained as follows: the Poincare metric on the unit circle does not increase under analytic mapping; if and only if the mapping is a fractional linear transformation, the Poincare metric does not change Poincare. Applying the hyperbolic geometry of Poincare metric, we can easily prove the famous Picard theorem. The proof of Picard theorem to modular function theory is hard to use, if using the differential geometric point of view, can also be in a very simple way to prove. Differential geometry permeates deep into the theory of complex functions. In the theory of multiple complex functions, the curvature of the real differential geometry and other series of calculations are followed by the analysis of the region definition metric of the complex affine space. In complex situations, all of the singular discrete distribution, and in more complex situations, because of the famous Hartogsdevelopment phenomenon, all isolated singularities are engulfed by a continuous region even in singularity formation is often destroyed, only the formation of real codimension 1 manifold can avoid the bad luck. But even this situation requires other restrictions to ensure safety". The singular properties of singularities in the theory of functions of complex functions make them destined to be manifolds. In 1922, Bergman introduced the famous Bergman kernel function, the more complex function or Weyl said its era, in addition to the famous Hartogs, Poincare, Levi of Cousin and several predecessors almost no substantive progress, injected a dynamic Bergman work will undoubtedly give this dead area. In many complex function domains in the Bergman metric metric in the one-dimensional case is the unit circle and Poincare on the upper half plane of the Poincare, which doomed the importance of the work of Bergman.The basic object of algebraic geometry is the properties of the common zeros (algebraic families) of any dimension, affine space, or algebraic equations of a projective space (defined equations),The definitions of algebraic clusters, the coefficients of equations, and the domains in which the points of an algebraic cluster are located are called base domains. An irreducible algebraic variety is a finite sub extension of its base domain. In our numerical domain, the linear space is the extension of the base field in the number field, and the dimension of the linear space is the number of the expansion. From this point of view, algebraic geometry can be viewed as a study of finite extension fields. The properties of algebraic clusters areclosely related to their base domains. The algebraic domain of complex affine space or complex projective space, the research process is not only a large number of concepts and differential geometry and complex function theory and applied to a large number of coincidence, the similar tools in the process of research. Every step of the complex manifold and the complex analytic space has the same influence on these subjects. Many masters in related fields, although they seem to study only one field, have consequences for other areas. For example: the Lerey study of algebraic topology that it has little effect on layer, in algebraic topology, but because of Serre, Weil and H? Cartan (E? Cartan, eldest son) introduction, has a profound impact on algebraic geometry and complex function theory. Chern studies the categories of Hermite spaces, but it also affects algebraic geometry, differential geometry and complex functions. Hironaka studies the singular point resolution in algebraic geometry, but the modification of complex manifold to complex analytic space and blow up affect the theory of complex analytic space. Yau proves that the Calabi conjecture not only affects algebraic geometry and differential geometry, but also affects classical general relativity. At the same time, we can see the important position of nonlinear ordinary differential equations and partial differential equations in differential geometry. Cartan study of symmetric Riemann space, the classification theorem is important, given 1, 2 and 3 dimensional space of a Homogeneous Bounded Domain complete classification, prove that they are all homogeneous symmetric domains at the same time, he guessed: This is also true in the n-dimensional equivalent relation. In 1959, Piatetski-Shapiro has two counterexample and find the domain theory of automorphic function study in symmetry, in the 4 and 5dimensional cases each find a homogeneous bounded domain, which is not a homogeneous symmetric domain, the domain he named Siegel domain, to commemorate the profound work on Siegel in 1943 of automorphic function. The results of Piatetski-Shapiro has profound impact on the theory of complex variable functions and automorphic function theory, and have a profound impact on the symmetry space theory and a series of topics. As we know, Cartan transforms the study of symmetric spaces into the study of Lie groups and Lie algebras, which is directly influenced by Klein and greatly develops the initial idea of Klein. Then it is Cartan developed the concept of Levi-Civita connection, the development of differential geometry in general contact theory, isomorphic mapping through tangent space at each point on the manifold, realize the dream of Klein and greatly promote the development of differential geometry. Cartan is the same, and concluded that the importance of the research in the holonomy manifold twists and turns, finally after his death in thirty years has proved to be correct. Here, we see the vast beauty of differential geometry.As we know, geodesic ties are associated with ODE (ordinary differential equations), minimal surfaces and high dimensional submanifolds are associated with PDE (partial differential equations). These equations are nonlinear equations, so they have high requirements for analysis. Complex PDE and complex analysis the relationship between Cauchy-Riemann equations coupling the famous function theory, in the complex case, the Cauchy- Riemann equations not only deepen the unprecedented contact and the qualitative super Cauchy-Riemann equations (the number of variables is greater than the number of equations) led to a strange phenomenon. This makes PDE and the theory ofmultiple complex functions closely integrated with differential geometry.Most of the scholars have been studying the differential geometry of the intrinsic geometry of the Gauss and Riemann extremely deep stun, by Cartan's method of moving frames is beautiful and concise dumping, by Chern's theory of characteristic classes of the broad and profound admiration, Yau deep exquisite geometric analysis skills to deter.When the young Chern faced the whole differentiation, he said he was like a mountain facing the shining golden light, but he couldn't reach the summit at one time. But then he was cast as a master in this field before Hopf and Weil.If the differential geometry Cartan development to gradually change the general relativistic geometric model, then the differential geometry of Chern et al not only affect the continuation of Cartan and to promote the development of fiber bundle in the form of gauge field theory. Differential geometry is still closely bound up with physics as in the age of Einstein and continues to acquire research topics from physicsWhy does the three-dimensional sphere not give flatness gauge, but can give conformal flatness gauge? Because 3D balls and other dimension as the ball to establish flat space isometric mapping, so it is impossible to establish a flatness gauge; and n-dimensional balls are usually single curvature space, thus can establish a conformal flat metric. In differential geometry, isometry means that the distance between the points on the manifold before and after the mapping remains the same. Whena manifold is equidistant from a flat space, the curvature of its Riemann cross section is always zero. Since the curvature of all spheres is positive constant, the n-dimensional sphere and other manifolds whose sectional curvature is nonzero can not be assigned to local flatness gauge.But there are locally conformally flat manifolds for this concept, two gauge G and G, if G=exp{is called G, P}? G between a and G transform is a conformal transformation. Weyl conformal curvature tensor remains unchanged under conformal transformation. It is a tensor field of (1,3) type on a manifold. When the Weyl conformal curvature tensor is zero, the curvature tensor of the manifold can be represented by the Ricci curvature tensor and the scalar curvature, so Penrose always emphasizes the curvature =Ricci+Weyl.The metric tensor g of an n-dimensional Riemann manifold is conformally equivalent to the flatness gauge locally, and is called conformally flat manifold. All Manifolds (constant curvature manifolds) whose curvature is constant are conformally flat, so they can be given conformal conformal metric. And all dimensions of the sphere (including thethree-dimensional sphere) are manifold of constant curvature, so they must be given conformal conformal metric. Conversely, conformally flat manifolds are not necessarily manifolds of constant curvature. But a wonderful result related to Einstein manifolds can make up for this regret: conformally conformally Einstein manifolds over 3 dimensions must be manifolds of constant curvature. That is to say, if we want conformally conformally flat manifolds to be manifolds of constant curvature, we must call Ric= lambda g, and this is thedefinition of Einstein manifolds. In the formula, Ric is the Ricci curvature tensor, G is the metric tensor, and lambda is constant. The scalar curvature S=m of Einstein manifolds is constant. Moreover, if S is nonzero, there is no nonzero parallel tangent vector field over it. Einstein introduction of the cosmological constant. So he missed the great achievements that the expansion of the universe, so Hubble is successful in the official career; but the vacuum gravitational field equation of cosmological term with had a Einstein manifold, which provides a new stage for mathematicians wit.For the 3 dimensional connected Einstein manifold, even if does not require the conformal flat, it is also the automatic constant curvature manifolds, other dimensions do not set up this wonderful nature, I only know that this is the tensor analysis summer learning, the feeling is a kind of enjoyment. The sectional curvature in the real manifold is different from the curvature of the Holomorphic cross section in the Kahler manifold, and thus produces different results. If the curvature of holomorphic section is constant, the Ricci curvature of the manifold must be constant, so it must be Einstein manifold, called Kahler- Einstein manifold, Kahler. Kahler manifolds are Kahler- Einstein manifolds, if and only if they are Riemann manifolds, Einstein manifolds. N dimensional complex vector space, complex projective space, complex torus and complex hyperbolic space are Kahler- and Einstein manifolds. The study of Kahler-Einstein manifolds becomes the intellectual enjoyment of geometer.Let's go back to an important result of isometric mapping.In this paper, we consider the isometric mapping between M and N and the mapping of the cut space between the two Riemann manifolds, take P at any point on M, and select two non tangent tangent vectors in its tangent space, and obtain its sectional curvature. In the mapping, the two tangent vectors on the P point and its tangent space are transformed into two other tangent vectors under the mapping, and the sectional curvature of the vector is also obtained. If the mapping is isometric mapping, then the curvature of the two cross sections is equal. Or, to be vague, isometric mapping does not change the curvature of the section.Conversely, if the arbitrary points are set, the curvature of the section does not change in nature, then the mapping is not isometric mapping The answer was No. Even in thethree-dimensional Euclidean space on the surface can not set up this property. In some cases, the limit of the geodesic line must be added, and the properties of the Jacobi field can be used to do so. This is the famous Cartan isometry theorem. This theorem is a wonderful application of the Jacobi field. Its wide range of promotion is made by Ambrose and Hicks, known as the Cartan-Ambrose-Hicks theorem.Differential geometry is full of infinite charm. We classify pseudo-Riemannian spaces by using Weyl conformal curvature tensor, which can be classified by Ricci curvature tensor, or classified into 9 types by Bianchi. And these things are all can be attributed to the study of differential geometry, this distant view Riemann and slightly closer to the Klein point of the perfect combination, it can be seen that the great wisdom Cartan, here you can see the profound influence of Einstein.From the Hermite symmetry space to the Kahler-Hodge manifold, differential geometry is not only closely linked with the Lie group, but also connected with algebra, geometry and topologyThink of the great 1895 Poicare wrote the great "position analysis" was founded combination topology unabashedly said differential geometry in high dimensional space is of little importance to this subject, he said: "the home has beautiful scenery, where Xuyuan for." (Chern) topology is the beauty of the home. Why do you have to work hard to compute the curvature of surfaces or even manifolds of high dimensions? But this versatile mathematician is wrong, but we can not say that the mathematical genius no major contribution to differential geometry? Can not. Let's see today's close relation between differential geometry and topology, we'll see. When is a closed form the proper form? The inverse of the Poicare lemma in the region of the homotopy point (the single connected region) tells us that it is automatically established. In the non simply connected region is de famous Rham theorem tells us how to set up, that is the integral differential form in all closed on zero.Even in the field of differential geometry ignored by Poicare, he is still in a casual way deeply affected by the subject, or rather is affecting the whole mathematics.The nature of any discipline that seeks to be generalized after its creation, as is differential geometry. From the curvature, Euclidean curvature of space straight to zero, geometry extended to normal curvature number (narrow Riemann space) andnegative constant space (Lobachevskii space), we know that the greatness of non Euclidean geometry is that it not only independent of the fifth postulate and other alternative to the new geometry. It can be the founder of triangle analysis on it. But the famous mathematician Milnor said that before differential geometry went into non Euclidean geometry, non Euclidean geometry was only the torso with no hands and no feet. The non Euclidean geometry is born only when the curvature is computed uniformly after the metric is defined. In his speech in 1854, Riemann wrote only one formula: that is, this formula unifies the positive curvature, negative curvature and zero curvature geometry. Most people think that the formula for "Riemann" is based on intuition. In fact, later people found the draft paper that he used to calculate the formula. Only then did he realize that talent should be diligent. Riemann has explored the curvature of manifolds of arbitrary curvature of any dimension, but the quantitative calculations go beyond the mathematical tools of that time, and he can only write the unified formula for manifolds of constant curvature. But we know,Even today, this result is still important, differential geometry "comparison theorem" a multitude of names are in constant curvature manifolds for comparison model.When Riemann had considered two differential forms the root of two, this is what we are familiar with the Riemann metric Riemannnian, derived from geometry, he specifically mentioned another case, is the root of four four differential forms (equivalent to four yuan product and four times square). This is the contact and the difference between the two. But he saidthat for this situation and the previous case, the study does not require substantially different methods. It also says that such studies are time consuming and that new insights cannot be added to space, and the results of calculations lack geometric meaning. So Riemann studied only what is now called Riemann metric. Why are future generations of Finsler interested in promoting the Riemann's not wanting to study? It may be that mathematicians are so good that they become a hobby. Cartan in Finsler geometry made efforts, but the effect was little, Chern on the geometric really high hopes also developed some achievements. But I still and general view on the international consensus, that is the Finsler geometry bleak. This is also the essential reason of Finsler geometry has been unable to enter the mainstream of differential geometry, it no beautiful properties really worth geometers to struggle, also do not have what big application value. Later K- exhibition space, Cartan space will not become mainstream, although they are the extension of Riemannnian geometry, but did not get what the big development.In fact, sometimes the promotion of things to get new content is not much, differential geometry is the same, not the object of study, the more ordinary the better, but should be appropriate to the special good. For example, in Riemann manifold, homogeneous Riemann manifold is more special, beautiful nature, homogeneous Riemann manifolds, symmetric Riemann manifold is more special, so nature more beautiful. This is from the analysis of manifold Lie group action angle.From the point of view of metric, the complex structure is given on the even dimensional Riemann manifold, and the complexmanifold is very elegant. Near complex manifolds are complex manifolds only when the near complex structure is integrable. The complex manifold must be orientable, because it is easy to find that its Jacobian must be nonnegative, whereas the real manifold does not have this property in general. To narrow the scope of the Kahler manifold has more good properties, all complex Submanifolds of Kahler manifolds are Kahler manifolds, and minimal submanifolds (Wirtinger theorem), the beautiful results captured the hearts of many differential geometry and algebraic geometry, because other more general manifolds do not set up this beautiful results. If the first Chern number of a three-dimensional Kahler manifold is zero, the Calabi-Yau manifold can be obtained, which is a very interesting manifold for theoretical physicists. The manifold of mirrors of Calabi-Yau manifolds is also a common subject of differential geometry in algebraic geometry. The popular Hodge structure is a subject of endless appeal.Differential geometry, an endless topic. Just as algebraic geometry requires double - rational equivalence as a luxury, differential geometry requires isometric transformations to be difficult. Taxonomy is an eternal subject of mathematics. In group theory, there are single group classification, multi complex function theory, regional classification, algebraic geometry in the classification of algebraic clusters, differential geometry is also classified.The hard question has led to a dash of young geometry and old scholars, and the prospect of differential geometry is very bright.。

带狄利克雷边界条件的小初值耗散半线性波动方程外问题解的破裂及生命跨度估计

带狄利克雷边界条件的小初值耗散半线性波动方程外问题解的破裂及生命跨度估计

带狄利克雷边界条件的小初值耗散半线性波动方程外问题解的破裂及生命跨度估计徐根海;吴邦【摘要】研究在高维外区域上带狄利克雷边界条件的耗散半线性波动方程ut-Δu+ut=|u|p的初边值问题.证明了无论初值多么小,当1<p<1+2/n(n≥3)时,解会在有限时间内破裂;且当1<p<1+2/n时,得到了解的生命跨度上界估计.证明过程中运用了试探函数法.【期刊名称】《丽水学院学报》【年(卷),期】2018(040)002【总页数】9页(P1-9)【关键词】半线性波动方程;破裂;外问题;耗散;狄利克雷边界条件【作者】徐根海;吴邦【作者单位】丽水学院工学院,浙江丽水323000;浙江理工大学理学院,浙江杭州310018【正文语种】中文【中图分类】O1750 引言考虑带狄利克边界条件的小初值耗散半线性波动方程外问题可以用公式表示为:其中=Rn\B1表示在 Rn(n≥3)上单位球 B1的补集,ε>0 表示初值的小性。

初值(u0,u1)满足:对于在Rn中的Cauchy问题,已有的研究结果表明其中存在一个临界指标=1+,该指标称为Fujita 指标[1],见 Nakao 和 Ono[2]、Li和 Zhou[3]、Todorova 和Yordanov[4]、Zhang[5]等学者的文献。

破裂情形的生命跨度研究见Nishihara[6]、Ikeda和Ogawa[7]及Lai和Zhou[8]等学者的文献。

外区域上小初值耗散半线性波动方程的初边值问题(1),也引起了很多人的关注,研究成果可见Ikehata[9-11],Nakao[12],Racke[13-14],Shibata[15],Ikehata[16-18],Lai和 Yin[19],Lin、Jiang 和 Yin[20]及 Wu、Ma 和 Jin[21]等学者的文献。

本文主要研究问题(1)解的有限时间破裂及生命跨度估计。

Ogawa等[22]证明了当1<p<1+时,带狄利克雷边界条件的初边值外问题解会在有限时间内破裂,但是并没有给出生命跨度估计。

HepG2胰岛素抵抗细胞模型的诱导及其在生物活性评价中的应用

HepG2胰岛素抵抗细胞模型的诱导及其在生物活性评价中的应用

天然产物研究与开发!"$&()+,2018,30:1469-1475,1468文章编号:1〇〇1'880(2018)8-1469'8H.G2胰岛素抵抗细胞模型的诱导及其在生物活性评价中的应用宋皓,牛庆川,李玉萍!江西科技师范大学生命科学学院,南昌330013摘要:胰岛素抵抗是一种多因素诱发和多基因调控疾病。

为了阐明胰岛素抵抗产生的机制,国内外学者建立 了多种胰岛素抵抗细胞模型,其中H.G2肝癌细胞是应用较多的细胞模型。

本文就H.G2肝癌细胞胰岛素抵 抗模型的诱导方法及其在生物活性评价中的应用进行综述,以期为外周靶组织的胰岛素抵抗研究提供一定的 理论参考。

关键词:H.G2肝癌细胞;胰岛素抵抗;细胞模型;生物活性评价中图分类号:R96 文献标识码:A DOI:10.16333/j.1001-6880.2018.8.031 The Application of HepG2I nsulin Resistance CellModel in the Evaluation of BioactivitiesS O N G H a o,N I U Q i ng-c h u a n,LI Y u-p i n g1**School o f Life Science, Jiangxi Science & Technology Norm al University ,N anchang 330013, China Abstract:I nsulin resistance i s a multigene regulatory disease which also induced by multifactor.Researchers have estab-l i s l i e d many kinds o f insulin resistant cell model t o clarify the mechanism of insulin resistance,including He p G2cells which are a wide-accepted model cell.This reviewgives a detailed discussion on of insulin resistance Hep G2cell model,as well as the evaluation of bioactivities in insulin resistance,providing a refer­ence in improving insulin resistance.Key words:Hep G2;insulin resistance;cell model;evaluation of bioactivities胰岛素抵抗(Insulin resistance,I R)是指机体的 脂肪、肝脏、肌肉靶组织对一定量的胰岛素与其特异 性受体结合后生物效应低于正常的一种病理生理状态,即生理条件下的胰岛素不能维持正常水平的血 糖浓度,与多种疾病的发生、发展密切相关,包括糖 尿病、肥胖症、高血压和动脉粥样硬化等[1,2]。

双因素理论.完美版PPT

双因素理论.完美版PPT
• 1, the company's policy and administrative management; 2, supervision; 3, relationship with superiors; 4, the relationship with colleagues; 5, with lower levels of relationship; 6, wages; 7, work safety; 8, personal life; 9. working conditions; 10
The two-factor theory has not been well supported in the literature,and it has many detractors .The criticisms of the
theory include the following:
感到满意的因素都是工作的
Sometimes science backs up intuition,and sometimes it doesn't.
questioned. 当他得到改善时,职工的不满就会消除,但是保健因素对职工起不到激励作用。
• 1、企业的政策与行政管理;2、监督;3、与上级的关系;4、与同事的关系; 5、与下级的关系;6、工资;7、工作安全;8、个人生活;9、工作条件; 10、地位。
• Such factors influence the behavior of workers like health care to the people affected. When the health factor falls below a certain level, will cause dissatisfaction of workers; when he improved, the discontent of workers will be eliminated, but would not achieve health factors on workers incentives. Health factors can be summed up to 10 items:

解析几何中的英文单词和短语

解析几何中的英文单词和短语

解析几何中的英文单词和短语解析几何Analytic Geometry第一章矢量与坐标Chapter 1 Vectors and Coordinates标量scalar矢量vector坐标coordinate空间space系统system代数algebra量quantity计算calculation力学mechanics物理学physics解solution概念concept长度length面积area体积volume唯一displacement大小magnitude方向direction线段line segment又向线段line segment始点initial point终点terminal point模module等于equal to零zero 平行四边形parallelogram邻边adjacent side折线broken line法则rule共线collinear共面coplanar加法运算additive operation三角形triangle对角线diagonal平移translation交换律law of commutation结合律law of association分配率law of distribution乘法multiplication分解decomposition系数coefficient基底base等式equality三棱形triangular prism六面体hexahedron平分线bisector连线connecting line线性相关linear dependence线性无关linear independence线性组合linear combination标架frame直角right angle仿射affine左旋/手标架left-handed frame右旋/手标架right-handed frame空间矢量space vector笛卡尔坐标系cartesian coordinate system 第一象限first quadrant分母denominator分子molecular仿射坐标系affine coordinate system坐标平面coordinate plane坐标轴coordinate axis定点vertex重心barycenter中点median point中线median line射影projection解析几何中的英文单词和短语射影矢量projective vector射线ray垂直perpendicularity夹角included angle余弦cosine方向余弦direction cosine正弦sine反交换anti-commutative反矢量inverse vector垂足pedal两倍two-fold混合积mixed product数性积/内积inner product绝对值absolute value单位矢量unit vector零矢量zero vector平方square平方和sum of squares高height高线altitude距离distance分量component左手系left-handed system右手系right-handed system棱/边edge正数positive number复数complex number符号symbol初等几何elementary geometry四面体tetrahedron矢量积cross product三重向量基triple vector product实数域real number field克拉默法则Cramer rule拉格朗日恒等式Lagrange identity第二章轨迹与方程Chapter 2 Loci and Equations轨迹locus方程equation平面plane实数real number对应correspondence曲线curve曲面surface直线straight line充要条件(当且仅当)if and only if图/图标graph圆circle半径radius公式formula原点origin圆心center of circle反比proportion by inversion 参数parameter区间interval对称的symmetric定点fixed point准方程quasi-equation一次方程linear equation法矢量normal vector重合coincidence交角intersection angle交点intersection point坐标系coordinate system轴axis有向角directed angle旋轮线/摆线cycloid拱形arch尖点cusp切线tangent line切点/触点tangent point渐进切线asymptotic tangent渐伸线/切展线involvent星形线asteroid初等函数elementary function椭圆ellipse斜率slope等价equivalence抛物线parabola心形线cardioid抛物柱面parabolic cylinder虚曲面imaginary surface二次方程quadratic equation一元二次方程quadratic equation with onevariable配方complete square球/球面sphere圆柱面cylinder椭圆柱面elliptic cylinder双曲柱面hyperbolic cylinder母线generators / generatrix准线directrix质点particle角速度angular velocity维维安尼曲线viviani curve螺旋线spiral螺旋面spiral surface射影柱面projective cylinder右手坐标系right-handed coordinate system圆锥cone圆锥面cone surface因式/因子factor因式分解factoring联立方程simultaneous equations第三章平面与空间直线Chapter 3 Planes and Straight Lines in Space 方位azimuth截距式intercept form常数constant垂线vertical line径矢radius of vector异号opposite sign对边opposite side方向矢量direction vector离差dispersion相交intersection不等式inequality二面角interfacial angle相关correlate标准方程standard equation方向数direction number射影平面projective plane公垂线common perpendicular直线束pencil of lines平面束plane pencil / pencil of planes平行平面束pencil of parallel planes平行平面parallel planes平行切线parallel tangents平行移动parallel translation第四章柱面、锥面、旋转曲面与二次曲面Chapter 4 Cylinders,Cone Surfaces,Rotation Surfaces andQuadratic Surfaces二次曲面quadratic surface旋转曲面rotation surface齐次方程homogeneous equation直线族family of straight lines二次锥面quadratic cone虚锥面imaginary cone实轴real axis虚轴imaginary axis环面torus椭球面ellipsoid旋转椭球面ellipsoid of revolution旋转抛物面paraboloid of revolution单叶univalent旋转轴rotation axis定直线fixed line主平面principal plane主轴principal axis对称平面symmetry plane长半轴semi-major axis短半轴semi-minor axis虚半轴imaginary semi-axis长方体cuboid长轴major axis短轴minor axis端口/线/面section主截线/面principal section分割/切断segmentation截割cutting曲面图形surface chart双曲面hyperboloid单叶双曲面hyperboloid of one sheet双曲线hyperbola单叶旋转双曲面hyperboloid of one sheet ofrevolution双叶双曲面hyperboloid of two sheets旋转双叶双曲面hyperboloid of two sheets ofrevolution双曲抛物面hyperbolic paraboloid马鞍曲面anticlastic surface 无心二次曲面quadratic surface without center 中心center对称中心symmetric center对称轴symmetric axis焦点focus矩形rectangle弧arc直纹曲面ruled surface第五章二次曲线的一般理论Chapter 5 General Theory of Quadratic Curves二次曲线quadratic curve虚数imaginary number虚元素imaginary element虚点imaginary point共轭虚点conjugate imaginary points共轭虚数conjugate imaginary number虚矢量imaginary line虚系数imaginary coefficient偏导数partial derivative复点complex point复矢量complex vector对角元素diagonal element行列式determinant行row列column弦chord椭圆型elliptic type抛物型parbolic type双曲型hyperbolic type渐进方向asymptotic direction虚方向imaginary dirction中心直线central line中心二次曲线quadratic curve with center无心二次曲线quadratic curve without center 中心曲线central curve无心曲线noncentral curve正常点proper point切线方程tangential equation恒等式identity奇异点/奇点singular point中心轨迹midpoint chords主方向principal direction主直径principal diameter共轭方向conjugate direction共轭直径conjugate diameter共轭弦conjugate chord特征方程characteristic equation特征根characteristic value坐标变换transformation of coordinates 判别式discriminant旋转轴rotation axis虚圆imaginary ellipse二次项quadratic element旋转角angle of rotation可逆变换inverse transformation余切cotangent成比例proportional增广矩阵augmented matrix共轭虚直线conjugate imaginary line不变量invariant多项式polynomial三角函数trigonometric function柯西-施瓦茨不等式Cauchy-Schwarz inequality第六章二次曲面的一般理论Chapter 6 Cenraltheory of QuadraticSurfaces二重根double root主子式principal minor determinant虚根imaginary root实根real root径面radial plane矩阵matrix切平面tangent plane主径面principal radial plane齐次线性变换homogeneous linear transform正交条件orthogonality condition交叉cross。

遗传学名词解释F

遗传学名词解释F

FF+ cell -- A bacterial cell having a fertility (F) factor. Acts as a donor in bacterial conjugation.F- cell -- A bacterial cell that does not contain a fertility (F) factor. Acts as a recipient in bacterial conjugation.F factor -- An episome in bacterial cells that confers the ability to act as a donor in conjugation.F' factor -- A fertility (F) factor that contains a portion of the bacterial chromosome.F1 generation -- First filial generation; the progeny resulting from the first cross in a series.F2 generation -- Second filial generation; the progeny resulting from a cross of the F1 generation.F pilus -- See pilus.facultative heterochromatin -- A chromosome or chromosome region that becomes heterochromatic only under certain conditions, e.g., the mammalian X chromosome.familial trait -- A trait transmitted through and expressed by members of a family.fate map -- A diagram or "map" of an embryo showing the location of cells whose development fate is known.fertility (F) factor -- See F factor.filial generations -- See F1 and F2 generations.fingerprint -- The pattern of ridges and whorls on the tip of a finger. The pattern obtained by enzymatically cleaving a protein or nucleic acid and subjecting the digest to two-dimensional chromatography or electrophoresis.FISH -- See fluorescence in situ hybridization.Back to topfitness -- A measure of the relative survival and reproductive success of a given individual or genotype.fixation -- In population genetics, a condition in which all members of a population are homozygous for a given allele.fluctuation test -- A statistical test developed by Salvadore Luria and Max Delbrück to determine whether bacterial mutations arise spontaneously or are produced inresponse to selective agents.fluorescence in situ hybridization (FISH) -- A method of in situ hybridization thatutilizes probes labeled with a fluorescent tag, causing the site of hybridization tofluoresce when viewed in ultraviolet light under a microscope.flush-crash cycle -- A period of rapid population growth followed by a drasticreduction in population size.fmet -- See formylmethionine.folded-fiber model -- A model of eukaryotic chromosome organization in whicheach sister chromatid consists of a single fiber, composed of double-stranded DNAand protein, which is wound up like a tightly coiled skein of yarn.footprinting -- A technique for identifying a DNA sequence that binds to a particular protein, based on the idea that the phosphodiester bonds in the region covered by the protein are protected from digestion by deoxyribonucleases.formylmethionine (fmet) -- A molecule derived from the amino acid methionine byattachment of a formyl group to its terminal amino group. This is the first amino acidinserted in all bacterial polypeptides. Also known as N - formyl methionine.founder effect -- A form of genetic drift. The establishment of a population by asmall number of individuals whose genotypes carry only a fraction of the differentkinds of alleles in the parental population.fragile site -- A heritable gap or nonstaining region of a chromosome that can beinduced to generate chromosome breaks.fragile X syndrome -- A genetic disorder caused by the expansion of a CGGtrinucleotide repeat and a fragile site at Xq27.3, within the FMR-1 gene.frameshift mutation -- A mutational event leading to the insertion of one or morebase pairs in a gene, shifting the codon reading frame in all codons following themutational site.fraternal twins -- See dizygotic twins.F—cell F—细胞:E.coli K菌株中无F因子的细胞。

人白细胞介素24蛋白酵母双杂交诱饵载体的构建及其自激活检测

人白细胞介素24蛋白酵母双杂交诱饵载体的构建及其自激活检测
黄 晓萍, 郭建 军 范汉东 , , 杨一兵
( 江西省科学院微生物研究所 , 江西 南昌 3 02 ) 30 9
摘要: 构建人 白细胞介 素 2 4蛋 白酵母双杂交诱饵 载体 , 并检 测其 自激 活作用。采 用 P R技 术特异性 扩增人 C
白细胞介素 2 4基 因I - 将其克 隆入 酵母双杂 交诱饵质粒 p B T L2 4, G K 7中, 通过 P R扩增 、 C 限制性酶切鉴定及序
Ab t a t T o sr c i e tro L-4 o mo s pin o e a u t t e - cia in a t i . s r c : o c n tu ta batv co fI 2 fHo a e s t v l ae i s r a tv t ci t s f o vy
p B T - -4可以用于酵母 双杂交实验 , G K 7I 2 L 为进 一步运 用酵母双 蛋 白奠 定 了基 础 。
关键词 : 白细胞介素 2 ; 4 双杂交 系统技 术; 自激 活作 用 中图分类号 : 7 05 R 3 . 文献标识码 : A
p e o p sa . e c dtea po r t w ri o cn ai f 一 T ( 一m n 一 , ,一 i h nt easy Wesl t h p rp a ok gcn e t t no A 3a io1 2 4 ta y ee ie n r o 3 r—
列测定 , 获得质粒 p B T 一 -4 G K 7I 2 。采 用 P G LA L E / ie法将 其 转入 酵母 A 0 H19中, 经表 型 筛选检 测其 自激 活作 用, 同时利用对照质粒组 筛选组氨 酸 ( i) Hs 本底表 达抑制 剂 3A 一 T的合适 工作 浓度 。结果获得 了无 自激 活作 用的诱饵载体 p B T - - 。确 定 了组氨 酸( i) G K 7I 2 L 4 Hs 本底表 达抑 制剂 3A 一T的最佳工作 浓度。结论 : 诱饵 质粒

主要学术贡献

主要学术贡献

主要学术贡献主要从事非线性偏微分方程的研究,着重探讨流体动力学等领域中的数学理论及其应用。

多次应邀到美国、香港和新加坡等地学术访问或演讲。

主持或参加了多个科研项目,在国内外学术刊物发表论文60余篇。

主讲高等数学,数学物理方程,偏微分方程泛函方法,流体动力学的数学理论,非线性偏微分方程的某些理论。

指导博士研究生11人,其中9人已经毕业并获得博士学位。

指导硕士研究生26人,其中20人已经毕业并获得硕士学位。

合作编写教材《数学物理方程》一部,已由高等教育出版社出版。

获奖励情况(1) 1999年获得教育部科学技术进步一等奖;(2) 2000年获得教育部首届青年教师奖;(3) 2002年获得吉林省第七届青年科技奖;(4) 2006年获得吉林省长春市政府特殊津贴。

科研项目1) “相变和图像处理等领域中的某些非线性扩散方程”,教育部优秀青年教师教学与科研奖励基金项目,项目负责人,2000—2004;2) “图像处理中的非线性扩散模型”,国家自然科学基金项目青年基金项目,项目负责人,2001—2003;3) “流体动力学等领域中的具有退化性或奇异性的某些数学模型”,国家自然科学基金面上项目,项目负责人,2006—2008;4)“数学与其它领域交叉的若干专题”,国家重点基础研究发展计划973计划,参加者,2006—2011;5)“带有奇异性的某些流体动力学模型”,国家自然科学基金面上项目,项目负责人,2010年~2012年。

发表论文目录1.Yuan, Hongjun; Xu, Xiaojing Existence and uniqueness of solutions for a classof non-Newtonian fluids with singularity and vacuum. J. Differential Equations 245 (2008), no. 10, 2871--2916.2.Lian, Songzhe; Yuan, Hongjun; Cao, Chunling; Gao, Wenjie; Xu, Xiaojing On theCauchy problem for the evolution $p$-Laplacian equations with gradient term and source. J. Differential Equations 235 (2007), no. 2, 544--585.3.Lei, Yutian; Wu, Zhuoqun; Yuan, Hongjun Radial minimizers of a Ginzburg-Landaufunctional. Electron. J. Differential Equations1999, No. 30, 21 pp.4.Wu, Zhuoqun; Yuan, Hongjun; Yin, Jingxue Some properties of solutions for asystem of dynamics of biological groups. Comm. Partial Differential Equations22 (1997), no. 9-10, 1389--1403.5.Yuan, Hong Jun, Hölder continuity of interfaces for the porous medium equationwith absorption. Comm. Partial Differential Equations 18 (1993), no. 5-6, 965--976.6.Yuan, Hongjun; Wang, Changjia Unique solvability for a class of fullnon-Newtonian fluids of one dimension with vacuum. Z. Angew. Math. Phys. 60 (2009), no. 5, 868--898. 35Q357.Yin, Li; Xu, Xiaojing; Yuan, Hongjun Global existence and uniqueness ofsolution of the initial boundary value problem for a class of non-Newtonian fluids with vacuum. Z. Angew. Math. Phys. 59 (2008), no. 3, 457--474.8.Xu, Xiaojing; Yuan, Hongjun Existence of the unique strong solution for a classof non-Newtonian fluids with vacuum. Quart. Appl. Math. 66 (2008), no. 2, 249--279.9.Wang, Changjia; Yuan, Hongjun Global strong solutions for a class ofheat-conducting non-Newtonian fluids with vacuum. Nonlinear Anal. Real World Appl. 11 (2010), no. 5, 3680–3703,10.Lining, Tong; Hongjun, Yuan Classical solutions to Navier-Stokes equationsfor nonhomogeneous incompressible fluids with non-negative densities. J. Math.Anal. Appl. 362 (2010), no. 2, 476–504.11.Lian, Songzhe; Gao, Wenjie; Cao, Chunling; Yuan, Hongjun Study of thesolutions to a model porous medium equation with variable exponent ofnonlinearity. J. Math. Anal. Appl. 342 (2008), no. 1, 27--38.12.Lian, Songzhe; Yuan, Hongjun; Cao, Chunling; Gao, Wenjie The limiting problemof the drift-diffusion-Poisson model with discontinuous $p$-$n$-junctions.J. Math. Anal. Appl. 347 (2008), no. 1, 157--168.13.Yuan, Hongjun; Chen, Mingtao Positive solutions for a class of $p$-Laplaceproblems involving quasi-linear and semi-linear terms. J. Math. Anal. Appl.330 (2007), no. 2, 1179--1193.14.Xin, Zhouping; Yuan, Hongjun Vacuum state for spherically symmetric solutionsof the compressible Navier-Stokes equations. J. Hyperbolic Differ. Equ. 3 (2006), no. 3, 403--442.15.Yuan, Hongjun; Tong, Lining; Xu, Xiaojing BV solutions for the Cauchy problemof a quasilinear hyperbolic equation with $\sigma$-finite Borel measure and nonlinear source. J. Math. Anal. Appl. 311 (2005), no. 2, 715--735.16.Yuan, Hongjun; Xu, Xiaojing; Gao, Wenjie; Lian, Songzhe; Cao, ChunlingExtinction and positivity for the evolution $p$-Laplacian equation with $L^1$ initial value. J. Math. Anal. Appl. 310 (2005), no. 1, 328--337.17.Hongjun, Yuan; Songzhe, Lian; Wenjie, Gao; Xiaojing, Xu; Chunling, CaoExtinction and positivity for the evolution $p$-Laplacian equation in $R^n$.Nonlinear Anal. 60 (2005), no. 6, 1085--1091.18.Hongjun, Yuan; Xiaoyu, Zheng Existence and uniqueness for a quasilinearhyperbolic equation with $\sigma$-finite Borel measures as initial conditions.J. Math. Anal. Appl. 277 (2003), no. 1, 27--50.19.Yuan, Hongjun The Cauchy problem for a singular conservation law with measuresas initial conditions. J. Math. Anal. Appl. 225 (1998), no. 2, 427--439.20.Hongjun, Yuan Source-type solutions of a singular conservation law withabsorption. Nonlinear Anal. 32 (1998), no. 4, 467--492.21.Yuan, Hong Jun Extinction and positivity for the evolution $p$-Laplacianequation. J. Math. Anal. Appl. 196 (1995), no. 2, 754--763.22.Yuan, Hong Jun The Cauchy problem for a quasilinear degenerate parabolicsystem. Nonlinear Anal. 23 (1994), no. 2, 155--164.23.Yuan, Hong Jun Finite velocity of the propagation of perturbations for generalporous medium equations with strong degeneracy. Nonlinear Anal. 23 (1994), no. 6, 721--729.24.Yuan, Hongjun Continuity of weak solutions for quasilinear parabolicequations with strong degeneracy. Chin. Ann. Math. Ser. B 28 (2007), no. 4, 475--498.25.Yuan, Hong Jun; Lian, Song Zhe; Cao, Chun Ling; Gao, Wen Jie; Xu, Xiao JingExtinction and positivity for a doubly nonlinear degenerate parabolic equation.Acta Math. Sin. (Engl. Ser.) 23 (2007), no. 10, 1751--1756.26.Yuan, Hong Jun; Tong, Li Ning BV solutions for a quasilinear hyperbolicequation with nonlinear source and finite Radon measures as initial conditions.(Chinese) Acta Math. Sci. Ser. A Chin. Ed. 30 (2010), no. 1, 54–70,27.Yuan, Hongjun; Wang, Shu The zero-Mach limit of a class of combustion flow.J. Partial Differ. Equ. 22 (2009), no. 4, 362–375,28.Ren, Chang Yu; Guan, Jin Rui; Yuan, Hong Jun A class of general-form parabolicMonge-Ampère equations. (Chinese) Chinese Ann. Math. Ser. A 30 (2009), no.3, 421--432. 35K9629.Yuan, Hongjun; Yan, Han Existence and uniqueness of BV solutions for a classof degenerate Boltzmann equations with measures as initial conditions. J.Partial Differ. Equ. 22 (2009), no. 2, 127--152. 35F2530.Yuan, Hongjun; Xu, Xiaojing Some entropy inequalities for a quasilineardegenerate hyperbolic equation. J. Partial Differential Equations18 (2005), no. 4, 289--303.31.Yuan, Hong Jun; Wu, Gang Quasilinear degenerate parabolic equation with Diracmeasure. (Chinese) Chinese Ann. Math. Ser. A 26 (2005), no. 4, 515--526;translation in Chinese J. Contemp. Math.26 (2005), no. 3, 291--30232.Yuan, Hongjun; Jin, Yang Existence and uniqueness of BV solutions for theporous medium equation with Dirac measure as sources. J. Partial Differential Equations 18 (2005), no. 1, 35--58.33.Yuan, Hong Jun; Xu, Xiao Jing Existence and uniqueness of BV solutions fora quasilinear degenerate hyperbolic equation with local finite measures asinitial conditions. (Chinese) Chinese Ann. Math. Ser. A 26 (2005), no. 1, 39--48; translation in Chinese J. Contemp. Math.26 (2005), no. 1, 43--5434.Yuan, Hongjun Instantaneous shrinking and localization of functions in$\roman Y_\lambda(m,p,q,N)$ and their applications. Chinese Ann. Math. Ser.B 22 (2001), no. 3, 361--380.35.Yuan, Hongjun Cauchy's problem for degenerate quasilinear hyperbolicequations with measures as initial values. J. Partial Differential Equations12 (1999), no. 2, 149--178.36.Yuan, Hongjun Localization condition for a nonlinear diffusion equation.Chinese J. Contemp. Math. 17 (1996), no. 1, 45--58.37.Yuan, Hongjun Existence and nonexistence of interfaces of weak solutions fornonlinear degenerate parabolic systems. J. Partial Differential Equations 9 (1996), no. 2, 177--185.38.Yuan, Hongjun Extinction and positivity for the non-Newtonian polytropicfiltration equation. J. Partial Differential Equations 9 (1996), no. 2, 169--176.39.Yuan, Hong Jun A localization condition for a class of nonlinear diffusionequations. (Chinese) Chinese Ann. Math. Ser. A 17 (1996), no. 1, 47--58.40.Zhao, Junning; Yuan, Hongjun The Cauchy problem of some nonlinear doublydegenerate parabolic equations. Chinese J. Contemp. Math. 16 (1995), no. 2, 173--192.41. Zhao, Jun Ning; Yuan, Hong Jun The Cauchy problem for a class of nonlinear doubly degenerate parabolic equations. (Chinese) Chinese Ann. Math. Ser. A 16 (1995), no. 2, 181--196.42. Wu, Zhuo Qun; Yuan, Hong Jun Uniqueness of generalized solutions for a quasilinear degenerate parabolic system. J. Partial Differential Equations 8 (1995), no. 1, 89--96.43.Yuan, Hong Jun Regularity of free boundary for certain degenerate parabolic equations. Chinese J. Contemp. Math. 15 (1994), no. 1, 77--86.44.Zhao, Jun Ning; Yuan, Hong Jun Uniqueness of the solutions of $u_t=\Delta u^m$ and $u_t=\Delta u^m-u^p$ with initial datum a measures: the fast diffusion case. J. Partial Differential Equations 7 (1994), no. 2, 143--159.45.Yuan, Hong Jun Regularity of the free boundary for a class of degenerate parabolic equations. (Chinese) Chinese Ann. Math. Ser. A15 (1994), no. 1, 89--97.。

可极化偶极_偶极作用模型和氢键作用能的快速预测_王长生

可极化偶极_偶极作用模型和氢键作用能的快速预测_王长生

可极化偶极-偶极作用模型和氢键作用能的快速预测王长生*辽宁师范大学化学化工学院,大连,116029*Email: chwangcs@氢键广泛存在于生物体系中,对蛋白质和核酸的结构和功能有重要影响。

高精度从头算方法能较好地描述氢键作用,但无法应用到蛋白质核酸等复杂体系中。

基于人们对氢键本质的理解,我们建立了一种可快速预测氢键复合物结构和作用能的模型------可极化偶极-偶极作用模型。

我们将化学键C=O、N-H、C-H、C-O 看作偶极,将碱基A、G、C中sp2杂化氮原子上的孤对电子看作偶极,通过模型分子确定了相关参数。

我们使用该模型对包含酰胺、多肽、碱基A、T、G、C、U、核糖、葡萄糖、蔗糖等分子的氢键复合物的氢键结构和氢键作用能进行了计算,并将计算结果与MP2方法的结果进行了比较。

结果表明:我们模型得到的氢键结构与MP2/6-31+G(d,p)方法得到的氢键结构符合的较好;我们模型得到的氢键作用能与包含基组重叠误差校正的MP2/aug-cc-pVTZ方法的结果符合的较好。

希望此模型能够为人们研究和理解生物体系中氢键作用提供新的思路。

关键词:氢键复合物;氢键作用能;极化;偶极-偶极作用参考文献[1] Li, S. S.; Huang, C. Y.; Hao, J. J.; Wang, C. S. J. Comput. Chem.2014, 35: 415.基金项目国家自然科学基金(批准号: 21173109)、教育部高等学校博士点基金(批准号: 20102136110001)、辽宁省优秀人才基金(批准号: LR2012037)和大连市领军人才项目资助.A Polarizable Dipole-Dipole Interaction Model and Rapid Prediction ofHydrogen Bonding Interaction EnergiesChang-Sheng Wang*School of Chemistry and Chemical Engineering, Liaoning Normal University, Dalian, 116029Hydrogen bonds are ubiquitous in biosystems and play important roles in protein folding and nucleic acid base pairing. High quality ab initio methods can accurately describe the hydrogen bonding interaction, but the requirement of computational resources tends to be realistically unaffordable when applied to large systems. Based on the understandings about the nature of hydrogen bonding interactions, a polarizable dipole-dipole interaction model is proposed in our lab[1]. We regard chemical bonds and lone pair electrons as dipoles. The magnitude of the dipole moment varies according to its environment. the polarizable dipole-dipole interaction mode is applied to various hydrogen-bonded complexes. It is found that the polarizable dipole-dipole interaction mode yields the hydrogen bond structures compared favorably with those yielded by the MP2/6-31+G(d,p) method and produces the interaction energies in good agreement with those produced by the high quality counterpoise-corrected MP2/aug-cc-pVTZ method, suggesting that the polarizable dipole-dipole interaction model is reasonable and useful.。

一维非齐次弦振动方程cauchw问题的解法

一维非齐次弦振动方程cauchw问题的解法

科技视界Science &TechnologyVisionScience &Technology Vision 科技视界0引言弦振动方程又叫一维波动方程,其分为齐次波动方程与非齐次波动方程两类[1]。

对于非齐次波动方程的cauchy 问题,在本文中我们首先由线性叠加原理,将问题转化为两个定解问题的求解,其中一个为求解齐次波动方程的cauchy 问题,另一个问题的求解我们除了用特征线法和算子法[2]外还可以运用green 积分法以及齐次化原理。

特征线法是将方程作特征变换,再沿特征线积分。

算子法如上转化为求关于一阶线性偏微分方程的特解问题。

green 积分法是运用green 公式对特征线与X 轴围成的三角区域进行积分。

green 积分法则是对公式的扩展运用。

对于非齐次波动方程的cauchy 问题,将方程化为对于齐次波动方程的问题是常见的思想,而齐次化原理[3]正好就解决了这个难题。

1非齐次弦振动方程的cauchy 问题下面是非齐次弦振动方程的cauchy 问题的一般形式:u tt (x ,t )-a 2u xx (x ,t )=f (x ,t )u (x ,0)=g (x ),u t (x ,0)=h (x ){(1)由线性叠加原理,我们知道,问题(1)的求解可以转化为如下两个问题的求解,即若函数u 1(x ,t ),u 2(x ,t )分别为定解问题:u tt (x ,t )-a 2u xx (x ,t )=f (x ,t )u t=0=0,u t t=0=0{(2)与u tt (x ,t )-a 2u xx (x ,t )=0u t=0=g (x ),u t t=0=h (x ){(3)则函数u =u 1+u 2为定解问题(1)的解。

而由D ′Alembert 公式可求得(3)的解,则求(1)的解即可转化为求(2)的解,我们一共有4种方法求(2)的解,下面将一一作详细的介绍:1.1齐次化原理:设函数ω(x ,t ,s )∈c 2是cauchy 问题ωtt -a 2ωxx =o ,t >sωt =s =0,ωt t=s =f (x ,s ){(1.1)的解,其中τ为参数,则函数u (x ,t )=t 0∫ω(x ,t ,s )ds (1.2)为定解问题Ⅳ的解,即将(2)的解转化为求齐次弦振动cauchy 问题。

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S.L. Gavrilyuk et al.
that non-dissipative averaging governing equations of heterogeneous two-velocity media are not hyperbolic even for small relative velocity of the mixture components, when the equal pressures hypothesis in phases is used. This implies that the Cauchy problem for the corresponding equations of motion is ill-posed. The nonhyperbolicity was overcome later by many authors: Liapidevskii [6], Ransom & Hicks [7] (two-phase separated flow), Biesheuvel & van Wijngaarden [8] (bubbly liquids), Fabre et al [9] (slug flow) etc. The well-posedness of governing equations was achieved by using additional closure relations for averaged quantities, which are specific to the flow type. The hyperbolicity of one-dimensional models only was proved. A different approach known as Landau method of conservation laws was initially used for constructing models of quantum liquids such as superfluid helium (Khalatnikov [10], Landau & Lifshits [11], Putterman [12]). The method consists in the following: the requirement of the fullfillment of balance laws of mass, energy etc., complemented by the Galilean relativity principle and the Gibbs thermodynamic identity fully determines the governing equations of motion. Recently this approach was applied to classical fluids (two-velocity hydrodynamics) by Dorovsky & Perepechko [13], Roberts & Loper [14], Shugrin [15]. The method does not take into account the geometrical characteristics of the mixture components: the volume concentrations, sizes of particles etc. In the non-dissipative case it gives also hyperbolic models (see, for instance, Khalatnikov [10], where sound velocities for superfluid helium are calculated). Finally, a third approach called variational method is the most universal. Bedford & Drumheller [16], Berdichevsky [17], Geurst [18,19] have applied it for investigation of bubbly liquids flows. In particular, Geurst has proven in one-dimensional case the hyperbolicity of the governing equations for small relative velocity of phases. These methods present three different approaches for description of complex media. At present, their common features and distinctions are not quite well understood. We consider the variational approach to describe two-velocity effects in homogeneous mixtures. A physical example of such a flow is a mixture of two miscible fluids, or a mixture of two gases with quite different molecular weights. In Section 2 we introduce an extended form of Hamilton’s principle of least action. The Lagrangian of the system is chosen in a general form: it is the difference of the kinetic energy of the system, which depends obviously on the choice of a reference frame, and a thermodynamic potential, which is a Galilean invariant, conjugated to the internal energy with respect to the relative velocity of phases. If it does not depend on the relative velocity of components, we have a classical form of Hamilton’s action for two-velocity systems (see, for instance, the article by Gouin [20], where the thermo-capillary mixtures were studied). In Section 3 we get from the variational principle the governing equations and the Rankine-Hugoniot conditions for shocks. To obtain the desired relations, we used two reference frames related with Lagrangian coordinates of each component. Conservation laws of the total energy and the total momentum are derived in Section 4. We show that, under some restrictions on the flow properties, the governing equations admit additional conservation laws in terms of the densities ρ1 , ρ2 and the velocities u1 , u2 of components. Without these restrictions the system seems not to be conservative. We extend the set of the unknown variables, considering the deformation gradients as the required quantities, and rewrite our system in a conservative form that gives additional set of possible jump conditions. In Section 5, classification of strong discontinuities is done and some difficulties of the ”right” choice of jump conditions are discussed. We investigate in Section 6 the hyperbolicity of the governing system for small relative velocity of phases in multi-dimensional case. Under some hypotheses on flow properties, we reduce our system to Friedrichs’ symmetric form and prove that convexity of the internal energy guarantees hyperbolicity of the governing equations.
arXiv:0802.1120v1 [physics.flu-dyn] 8 Feb 2008
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