史上最全PKPM SATWE参数设置介绍

史上最全PKPM SATWE参数设置介绍史上最全pkpmsatwe参数设置介绍总信息............................................................................ (5)水平力与整体座标夹角............................................................................ ...............................5混凝土土壤湿度............................................................................ ...................................................5钢材土壤湿度............................................................................ .......................................................5裙房层数............................................................................ .......................................................5切换层所在层号............................................................................ ...........................................6镶嵌固端所在层号............................................................................ ...........................................6地下室层数............................................................................ ...................................................8墙元细分最小掌控长度............................................................................ ...............................8弹性板细分最小掌控长度............................................................................ ...........................9切换层选定为脆弱层............................................................................ ...................................9对所有楼层强制性使用刚性楼板假设............................................................................ ...........9地下室强制性使用刚性楼板假设............................................................................ .................10墙梁横跨中节点做为刚性楼板从节点............................................................................ .........10排序墙沉没力矩时只考量腹板和有效率翼缘. (11)弹性板与梁变形协同............................................................................ .................................12使用自定义构件施工次序.....................................................................................................13结构材料信息............................................................................ .............................................14结构体系............................................................................ .....................................................14恒活荷载排序信息............................................................................ .....................................14施工次序............................................................................ .....................................................17风荷载排序信息............................................................................ .........................................17地震促进作用排序信息............................................................................ .....................................17结构所在地区............................................................................ .............................................18特征值解方式............................................................................ .........................................18“规定水平力”的确认方式............................................................................ .....................18墙元侧向节点信息............................................................................ .....................................19风荷载信息............................................................................ (20)地面粗糙度类别............................................................................ .........................................20修正后的基本风压............................................................................ .....................................20x、y向结构基本周期............................................................................ ................................22风荷载作用下结构的阻尼比............................................................................ .....................23承载力设计时风荷载效应放大系数............................................................................ .........24用于舒适度验算的风压............................................................................ .............................24用于舒适度验算的结构阻尼比............................................................................ .................25顺风向风振.............................................................................................................................25横风向风振............................................................................ .................................................25扭转风振............................................................................ .....................................................26水平风体型系数............................................................................ .........................................26设缝多塔背风面体形系数............................................................................ .........................27特殊风体型系数............................................................................ .........................................28地震信息............................................................................ . (29)结构规则性信息............................................................................ .........................................29设防地苍分组............................................................................ (29)设防烈度............................................................................ .....................................................29场地类别............................................................................ .....................................................30砼框架、剪力墙、钢框架抗震等级............................................................................ .........30抗震构造措施的抗震等级............................................................................ .........................32中震（或大震）设计............................................................................ .................................33按主振型确定地震内力符号............................................................................ .....................33按抗规（6.1.3-3）降低嵌固端以下抗震构造措施的抗震等级..........................................33程序自动考虑最不利水平地震作用............................................................................ .........34斜交抗侧力构件方向附加地震数，相应角度.....................................................................34考虑偶然偏心.........................................................................................................................34考虑双向地震作用............................................................................ .....................................35计算振型个数............................................................................ .............................................36重力荷载代表值的活载组合值系数............................................................................ .........36周期折减系数............................................................................ .............................................37结构的阻尼比............................................................................ .............................................37特征周期、地震影响系数最大值、用于12层以下规则砼框架结构薄弱层验算的地震影响系数最大值（罕遇地震）.......................................................................... .......................38竖向地震参与振型数............................................................................ .................................38竖向地震作用系数底线值............................................................................ .........................38自定义地震影响系数曲线............................................................................ .........................38活荷信息............................................................................ . (39)柱墙、基础设计时活荷载............................................................................ .........................39梁活荷有利布置最高层号............................................................................ .........................40柱墙基础活荷载折减系数............................................................................ .........................40考量结构采用年限的活荷载调整系数............................................................................ .....40梁楼面活荷载折减设置............................................................................ .............................40调整信息............................................................................ . (41)梁端负弯矩调幅系数............................................................................ .................................41梁活荷载内力放大系数............................................................................ .............................42梁扭矩折减系数............................................................................ .........................................42托墙梁刚度放大系数............................................................................ .................................42连梁刚度折减系数............................................................................ .....................................43支撑临界角............................................................................ .................................................44柱/墙实配钢筋超配系数............................................................................ ...........................44中梁刚度放大系数............................................................................ .....................................44梁刚度放大系数按2021规范取值............................................................................ ...........44砼矩形梁转t形（自动附加楼板翼缘）.......................................................................... ...45部分框支剪力墙结构底部加强区剪力墙抗震等级自动提高一级.....................................45调整与框支柱相连的梁内力............................................................................ .....................46框支柱调整系数上限............................................................................ .................................46抗规（5.2.5）调整............................................................................ .....................................46弱/强轴方向动位移比例............................................................................ ...........................47按刚度比判断薄弱层的方式............................................................................ .....................48指定薄弱层个数及相应的各薄弱层层号............................................................................ .48脆弱层地震内力放大系数、自定义调整系数.....................................................................49全楼地震促进作用放大系数............................................................................ .............................49顶上塔楼地震促进作用压缩算起层号及放大系数. (500).2v0分段调整......................................................................................................................50选定强化层个数............................................................................ .........................................50设计信息............................................................................ . (51)结构重要性系数............................................................................ .........................................51钢构件截面净毛面积比............................................................................ .............................52梁按压弯计算的最小轴压比............................................................................ .....................52考虑p-delta效应............................................................................ .......................................52按高规或高钢规进行构件设计............................................................................ .................52框架梁端配筋考虑受压钢筋............................................................................ .....................52结构中的框架部分轴压比限值按照纯框架结构的规定采用.............................................53剪力墙构造边缘构件的设计执行高规7.2.16-4条的较高配筋要求..................................53当边缘构件轴压比小于抗规6.4.5条规定的限值时一律设置构造边缘构件...................54按混凝土规范b.0.4条考虑柱二阶效应............................................................................ ...54保护层厚度............................................................................ .................................................54过渡层信息............................................................................ .................................................55柱配筋计算原则............................................................................ .........................................55梁柱重叠部分简化为刚域............................................................................ .........................55钢柱计算长度系数............................................................................ .....................................56配筋信息............................................................................ . (57)墙横向原产筋分体式筋率.............................................................................................................57nsw层数和nsw分体式筋率............................................................................ ..........................58缝筋间距............................................................................ .....................................................58结构底部须要单独选定墙横向原产筋分体式筋率的层数nsw/分体式筋率.. (58)梁抗抠配筋使用交叉斜筋方式时，缝筋与对角斜筋的配筋强度比.................................58使用冷轧带肋钢筋（须要自定义）.......................................................................... ...............58荷载女团............................................................................ .............................................................60地下室信息............................................................................ (60)土层水平抗力系数的比例系数（m值）/扣除地面以下几层的回填土约束...................60外墙分布筋保护层厚度............................................................................ .............................61回填土容重、回填土侧压力系数............................................................................ .............62室外地坪标高、地下水位标高............................................................................ .................62室外地面附加荷载............................................................................ .....................................62生成satwe数据文件及数据检查............................................................................ . (63)留存用户自定义的柱、梁、提振长度系数 (63)留存用户自定义的水平风荷载............................................................................ .................63留存用户自定义的边缘构件信息............................................................................ .............63剪力墙边缘构件的类型............................................................................ .............................63结构边缘构件尺寸............................................................................ .....................................63分解成用作订制排序书的荷载体图.........................................................................................63satwe排序控制参数............................................................................ . (65)忽略数检警告信息............................................................................ . (65)刚心坐标、层刚度比排序............................................................................ .........................65构成总刚并水解............................................................................ .........................................65结构地震促进作用排序............................................................................ .....................................65结构加速度排序............................................................................ .............................................65全楼构件内力排序............................................................................ .....................................65吊车荷载狮属............................................................................ .............................................65分解成托付给基础的刚度............................................................................ .................................65构件配筋及求函数............................................................................ .........................................65配筋初始/中止层............................................................................ .......................................65层刚度比排序............................................................................ .............................................65地震促进作用分析方法............................................................................ .....................................65线性方程组数学分析............................................................................ .........................................65加速度输入方式............................................................................ (65)总信息水平力与整体座标夹角说明书：地震作用和风荷载的方向缺省是沿着结构建模的整体坐标系x轴和y轴方向成对作用的。