现浇预应力混凝土空心板国外文献

查新点：
1、研究了现浇混凝土空心板正交各向异性，确定了不同直径、不同间距圆孔形成的现浇混凝土空心板的正交异性板参数。

2、研究出现浇混凝土空心正交各向异性板等效为各向同性板的计算方法。

3、研究出现浇混凝土空心板横孔方向肋部与翼缘双控抗剪承载力计算方法。

蒋老师：您好!
下面是检索出来的国外文献，由于计算机检索有误检，所以要挑选一下相关文献。

请技术人员对这些文献进行简要评述，具体方法是：
1．选出与查新点相关的文献进行说明，直接写在每篇相关文献的下面，评述内容应包括：该文献所采用的方法（不用原文翻译），以及该文献与你们的相同和不同之处。

2．对于无关文献，在其下面简单说明后，请标注“无关”。

然后再将意见发送到kejichaxin@ 邮箱中。

由于是在多个数据库中进行检索，可能有些文献会重复出现。

重点看题目（Title）和文摘（Abstract）这两部分，可能有个别文献只有题目，没有文摘。

谢谢！
查新点1-2：下面的文献如果相关的话，请标明与哪个查新点相关（注明查1、
查2即可）
2/7/1 (Item 1 from file: 2) DIALOG(R)File 2:INSPEC (c) 2010 The IET. All rts. reserv. 02717754
Title: Equilibrium equations of multilayer hollow shells and plates
Author(s): Rasskazov, A.O.1; Sokolovskaya, I.I.1; Shul'ga, N.A.1
Affiliation(s): 1 Kiev Automobile & Highway Inst., Kiev, Ukrainian SSR, USSR Journal: Prikladnaya Mekhanika , vol.16 , no.5 , pp.45-50
Country of Publication: Ukrainian SSR, USSR
Publication Date: May 1980
ISSN: 0032-8243
ISSN Type: print
CODEN: PKMKAL
Translation Journal: Soviet Applied Mechanics, vol.16, no.5, pp.395-9
Publication Date of Translation Journal: May 1980
Country of Publication of Translation Journal: USA
CODEN of Translation Journal: SOAMBT
ISSN of Translation Journal: 0038-5298
ISSN Type of Translation Journal: print
Language: English
Document Type: Journal Paper Translation Abstracted (JP)
Treatment: Theoretical or Mathematical (T)
Abstract: Equilibrium equations were derived for multilayer hollow shells with orthotropic layers. Transforming this system by introducing stress functions not only simplifies the formulation and solution of the defined class of problems, but also allows the general features of the stress-strain state in hollow shells and plates to be discerned in certain cases. ( 9 refs.)
（无关）
2/7/2 (Item 1 from file: 8) DIALOG(R)File 8:Ei Compendex(R) (c) 2010 Elsevier Eng. Info. Inc. All rts. reserv.
0014732508 E.I. COMPENDEX No: 2001095487415
Study on the application of large aluminum hollow extrusion profiles to ship structures Seo, Seung Il; Son, Kon Ho; Park, Jae Hong
Corresp. Author/Affil: Seo, Seung Il: Hanjin Heavy Industries Co Ltd, Seoul, Korea, Republic of
Journal of Ship Production ( J Ship Prod ) 1999 15/3 (179-190)
Publication Date: 19991201
Publisher: Soc of Naval Architects & Marine Engineers
CODEN: JSPRE ISSN: 8756-1417
Document Type: Article; Journal Record Type: Abstract
Treatment: T; (Theoretical)
Language: English Summary Language: English
Number of References: 7
Aluminum is much useful material for high speed light crafts due to high strength and light weight. Large aluminum hollow extrusion profiles have another merits such as easy production of complicated shapes, reduction of welding and cutting lines, easy fabrication, high quality and labor cost-down. In this paper, a design method for aluminum hollow extrusion profiles was developed. Detailed finite element analysis was carried out to comprehend the structural behaviors of the hollow extrusion profiles subjected to normal pressure and compression. Simple formulas were proposed to analyze structural characteristics of the hollow extrusion profiles based on orthotropic plate theory and plate buckling theory. By comparison with the detailed analysis results, it was shown that simple formulas have good accuracy and efficiency. For practical application of the proposed simple formulas, optimization for reduction of weight under strength and production constraints was carried out and useful results were obtained.
（无关）
2/7/3 (Item 2 from file: 8) DIALOG(R)File 8:Ei Compendex(R) (c) 2010 Elsevier Eng. Info. Inc. All rts. reserv.
0014244095 E.I. COMPENDEX No: 1999014449829
Determination of connection strength between longitudinal plates and RHS columns Cao, J.J.; Packer, J.A.; Kosteski, N.
Corresp. Author/Affil: Cao, J.J.: Univ of Toronto, Toronto, Canada
Conference Title: Proceedings of the 1998 2nd World Conference on Steel in Construction Conference Location: San Sebastian, PR, USA Conference Date: 19980511-19980513 E.I. Conference No.: 49223
Journal of Constructional Steel Research ( J Constr Steel Res ) 1998 , 134 46/1-3 (243-244)
Publication Date: 19981201
Publisher: Elsevier Sci Ltd
CODEN: JCSRD ISSN: 0143-974X
Item Identifier (DOI): 10.1016/S0143-974X(98)80025-4
Document Type: Article; Journal Record Type: Abstract
Treatment: T; (Theoretical)
Language: English Summary Language: English
The strength of welded connections between longitudinally-oriented plates and rectangular hollow section (RHS) members is investigated. A yield line analysis model is developed for general application to RHS connections. In this model, the connecting face of the main member is considered to be orthotropic, not isotropic, and included the influence of the compression load applied to the main member. The thickness of the RHS wall and the size of the weld between the two members is also taken into account for the locations of yield lines on the connecting face. Based on the yield analysis, a method that computes the yield strength of longitudinal plate to RHS connection is developed. （无关）
2/7/4 (Item 3 from file: 8) DIALOG(R)File 8:Ei Compendex(R) (c) 2010 Elsevier Eng. Info. Inc. All rts. reserv.
0012874924 E.I. COMPENDEX No: 1992060513505
Determination of the thermal stress state of orthotropic laminated plates Pankratova, N.D.; Mukoed, A.A.
Corresp. Author/Affil: Pankratova, N.D.: Ukrainian Acad of Sciences, Kiev, Ukraine Soviet applied mechanics ( Sov Appl Mech ) 1992 27/8 (770-775) （查新点1）
Publication Date: 19920101
CODEN: SOAMB ISSN: 0038-5298
Document Type: Article; Journal Record Type: Abstract
Treatment: T; (Theoretical); X; (Experimental)
Language: English Summary Language: English
Number of References: 7
Thermal stresses in laminated plates were examined the obtained results show that it is convenient to determine jointly the temperature fields and stresses and displacements for the heterogeneous anisotropic plates. The results can be used to evaluate the suitability of applied models of calculating thermal stresses.
2/7/5 (Item 4 from file: 8) DIALOG(R)File 8:Ei Compendex(R) (c) 2010 Elsevier Eng. Info. Inc. All rts. reserv.
0010728017 E.I. COMPENDEX No: 1979070008334
APPLICATION OF A SIMPLIFIED METHOD OF CALCULATING LONGITUDINAL MOMENTS TO THE ONTARIO HIGHWAY BRIDGE DESIGN CODE.
Bakht, Baidar; Cheung, M.S.; Aziz, T.S.
Corresp. Author/Affil: Bakht, Baidar
Canadian Journal of Civil Engineering ( Can J Civ Eng ) 1979 6/1 (36-50)
Publication Date: 19790101
CODEN: CJCEB ISSN: 0315-1468
Document Type: Journal Record Type: Abstract
Language: Unspecified Summary Language: English
Number of References: 22
A manual method for calculating the design live load longitudinal moments in superstructures of most right bridges is presented. The bridge types that can be analyzed by this method are: slab bridges, beam and slab bridges incorporating both steel and concrete beams, bridges incorporating wooden beams, and slabs on hollow trapezoidal or other such torsionally stiff beams. The proposed method was developed by orthotropic plate theory, and was checked by the grillage analogy method. The basis of the method and details of development methodology are presented. The effect of the various parameters on transverse distribution of longitudinal moments is discussed. (无关)
2/7/6 (Item 5 from file: 8) DIALOG(R)File 8:Ei Compendex(R) (c) 2010 Elsevier Eng. Info. Inc. All rts. reserv.
0010184399 E.I. COMPENDEX No: 1973040001018
Dismantable Elevated Steel Roadway in Belgrad.
Anon
Stahlbau Rundschau ( Stahlbau Randsch ) 1972 -/39 (10-12)
Publication Date: 19721201
ISSN: 0561-7855
Document Type: Journal Record Type: Abstract
Language: German Summary Language: English
The temporary elevated roadway crosses a two-lane highway in a 200 m long 120-m radius arc of 5. 5% longitudinal and 2% transverse inclination. It consists of 10. 5 m long, 3. 5 m wide prefabricated single-panel T-shaped girders, an orthotropic floor plate with 12 mm thick deck plate stiffened with longitudinal hollow ribs and cross beams, and two main plate girders. Four such elements and a wedge piece are assembled into 22. 3 m long, 7 m wide bridge girders supported on welded portal frames. The deck surface is covered with an adhesive two-layered tar-epoxy resin coat and a 5 cm thick mastic asphalt. （无关）
2/7/7 (Item 6 from file: 8) DIALOG(R)File 8:Ei Compendex(R) (c) 2010 Elsevier Eng. Info. Inc. All rts. reserv.
0010097296 E.I. COMPENDEX No: 1972010001979
Hollow reinforced concrete slabs supported along four edges, (Vierseitig gelagerte Stahlbetonhohlplatten)
ASTER H
Corresp. Author/Affil: ASTER H
Deut Ausschuss Stahlbeton 1970 -/213 (i-ix plus 109p)
Publication Date: 19701201
Document Type: Journal Record Type: Abstract
Language: German Summary Language: English
Number of References: 19
A reinforced concrete slab with parallel cylindrical hollows extending over the whole span is treated as an orthogonal anisotropic plate. The torsional rigidity of such slab may be estimated as a product of concrete's elasticity modulus and square root of the product of inertia moments along x and y axes. This approximation leads to the value of the deformation coefficient kappa equal to unity. As a result, all tables for isotropic plates with kappa equals unity may be used in designing orthotropic hollow slabs, provided that the different flexural rigidities are considered by introducingthe concept of a distorted plate. Parallel to the cylindrical hollows, the flexural rigidity is calculated on the whole section, and in the normal direction, on the sections of the continuous concrete cover above and below the hollows only. The design of the hollow slab follows the rules of reinforced concrete design. Normal to the cylindrical openings additional checks of secondary stresses, resulting from the system behaving as Vierendeel truss, are necessary in certain sections for both sides of the plate and for the webs between the hollows. （查新点1）
2/7/8 (Item 7 from file: 8) DIALOG(R)File 8:Ei Compendex(R) (c) 2010 Elsevier Eng. Info. Inc. All rts. reserv.
06019177 E.I. COMPENDEX No: 19570000759
Buckling problem of rectangular orthotropic plates with hollow sections
Pflueger, A.
Zeitschrift fuer Flugwissenschaften v 5 n 6 June 1957 ( Duesseldorf Germany), p 178-181 Publication Year: 1957
Document Type: JA; (Journal Article)
Language: German
Study of plates under compression, with anisotropy generated by panel of constant thickness carrying series of stiffeners of closed hollow section; torsional rigidity thus generated has considerable influence on value of buckling stress; pertinence to stiffening of rectangular sheets in aircraft wings or fuselage. （查新点1）
2/7/9 (Item 1 from file: 34) DIALOG(R)File 34:SciSearch(R) Cited Ref Sci (c) 2010 The Thomson Corp. All rts. reserv.
21145894 Genuine Article#: 657CO Number of References: 31
Title: Generalized thermoelastic waves in functionally graded plates without energy dissipation
Author: Yu JG (REPRINT) ; Zhang XM; Xue TL
Author Email Address: yu@
Corporate Source: Henan Polytech Univ,Sch Mech & Power Engn,Jiaozuo 454003//Peoples R China/ (REPRINT); Henan Polytech Univ,Sch Mech & Power Engn,Jiaozuo 454003//Peoples R China/
Journal: COMPOSITE STRUCTURES , 2010 , V 93 , N1 ( DEC ) , P 32-39
ISSN: 0263-8223 Publication Date: 20101200
Digital Object Identifier: 10.1016/pstruct.2010.06.020
Publisher: ELSEVIER SCI LTD , THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND
Funding: The work is supported by the National Natural Science Foundation of China (No. 10802027) and by the high-performance grid computing platform of Henan Polytechnic University. The authors also wish to express their sincere thanks to the reviewers for their careful comments.
Funding Organization -- Grant Number:
National Natural Science Foundation of China -- 10802027
Henan Polytechnic University
Language: English Document Type: ARTICLE
Abstract: In this paper, a dynamic solution of the propagating thermoelastic waves in functionally graded material (FGM) plate subjected to stress-free, isothermal boundary conditions is presented in the context of the Green-Naghdi (GN) generalized thermoelastic theory. The FGM plate is composed of two orthotropic materials. The materials properties are assumed to vary in the direction of the thickness according to a known variation law. The coupled wave equation and heat conduction equation are
solved by the Legendre orthogonal polynomial series expansion approach. The convergency of the method is discussed through a numerical example. The dispersion curves of the inhomogeneous thermoelastic plate and the corresponding pure elastic plate are compared to show the characteristics of thermal modes and the influence of the thermoelasticity on elastic modes. The displacement, temperature and stress distributions of elastic modes and thermal modes are shown to discuss their differences. A plate with a different gradient variation is calculated to illustrate the influence of the gradient field on the wave characteristics. (C) 2010 Elsevier Ltd. All rights reserved. （查新点1）2/7/10 (Item 2 from file: 34) DIALOG(R)File 34:SciSearch(R) Cited Ref Sci (c) 2010 The Thomson Corp. All rts. reserv.
20843744 Genuine Article#: 621IA Number of References: 38
Title: Three-dimensional analysis of thermal stresses in four-parameter continuous grading fiber reinforced cylindrical panels
Author: Aragh BS (REPRINT) ; Yas MH
Author Email Address: behnamsobhani@
Corporate Source: Razi Univ,Dept Mech Engn,Kermanshah 6734667149//Iran/ (REPRINT); Razi Univ,Dept Mech Engn,Kermanshah 6734667149//Iran/
Journal: INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES , 2010 , V 52 , N8 ( AUG ) , P 1047-1063
ISSN: 0020-7403 Publication Date: 20100800
Digital Object Identifier: 10.1016/j.ijmecsci.2010.04.006
Publisher: PERGAMON-ELSEVIER SCIENCE LTD , THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND
Language: English Document Type: ARTICLE
Abstract: In this paper, three-dimensional analysis of thermal stresses in
four-parameter continuous grading fiber reinforced cylindrical panel subjected to thermal load is studied. The cylindrical panel is assumed to be made of an allotropic material. The continuous grading fiber reinforced panel has a smooth variation in matrix volume fraction in the radial direction. A generalization of the power-law distribution presented in literature is proposed. Symmetric and asymmetric volume fraction profiles are presented in this paper. Suitable temperature and displacement functions that identically satisfy the boundary conditions at the simply supported edges are used to reduce the thermoelastic equilibrium equations to a set of coupled ordinary differential equations with variable coefficients, which can be solved by generalized differential quadrature method. The fast rate of convergence of the method is demonstrated and to validate the results, comparisons are made with the available solutions for orthotropic shells. The main contribution of this work is to illustrate the influence of the power-law exponent, of the power-law distribution choice and of the choice of the four parameters on the thermal behaviour of continuous grading fiber reinforced cylindrical panels. (C) 2010 Elsevier Ltd. All rights reserved. （无关）
2/7/11 (Item 3 from file: 34) DIALOG(R)File 34:SciSearch(R) Cited Ref Sci (c) 2010 The Thomson Corp. All rts. reserv.
16773229 Genuine Article#: 202CF Number of References: 25
Title: Vibration and buckling of cross-ply laminated composite circular cylindrical shells according to a global higher-order theory
Author: Matsunaga H (REPRINT)
Corporate Source: Setsunan Univ,Dept Architecture,17-8 Ikeda Nakamachi/Osaka 5728508//Japan/ (REPRINT); Setsunan Univ,Dept Architecture,Osaka 5728508//Japan/ Journal: INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES , 2007 , V 49 , N9 ( SEP ) , P 1060-1075
ISSN: 0020-7403 Publication Date: 20070900
Publisher: PERGAMON-ELSEVIER SCIENCE LTD , THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND
Language: English Document Type: ARTICLE
Abstract: Natural frequencies and buckling stresses of cross-ply laminated composite circular cylindrical shells are analyzed by taking into account the effects of higher-order deformations such as transverse shear and normal deformations, and rotatory inertia. By using the method of power series expansion of displacement components, a set of fundamental dynamic equations of a two-dimensional higher-order theory for laminated composite circular cylindrical shells made of elastic and orthotropic materials is derived through Hamilton's principle. Several sets of truncated approximate
higher-order theories are applied to solve the vibration and buckling problems of laminated composite circular cylindrical shells subjected to axial stresses. The total number of unknowns does not depend on the number of layers in any multilayered shells. In order to assure the accuracy of the present theory, convergence properties of the first natural frequency and corresponding buckling stress for the fundamental mode r = s = 1 are examined in detail. The internal and external works are calculated and compared to prove the numerical accuracy of solutions. Modal transverse shear and normal stresses can be calculated by integrating the three-dimensional equations of equilibrium in the thickness direction, and satisfying the continuity conditions at the interface between layers and stress boundary conditions at the external surfaces. It is noticed that the present global higher-order approximate theories can predict accurately the natural frequencies and buckling stresses of simply supported laminated composite circular cylindrical shells within small number of unknowns. (c) 2006 Elsevier Ltd. All rights reserved. （无关）
2/7/12 (Item 4 from file: 34) DIALOG(R)File 34:SciSearch(R) Cited Ref Sci (c) 2010 The Thomson Corp. All rts. reserv.
15766467 Genuine Article#: 104SB Number of References: 56
Title: Free-edge and ply cracking effect in cross-ply laminated composites under uniform extension and thermal loading
Author: Zhang DX; Ye JQ (REPRINT) ; Sheng HY
Corporate Source: Univ Leeds,Sch Civil Engn,Leeds LS2 9JT/W Yorkshire/England/ (REPRINT); Univ Leeds,Sch Civil Engn,Leeds LS2 9JT/W Yorkshire/England/; Hefei Univ Technol,Inst Civil Engn,Hefei 230009//Peoples R China/
Journal: COMPOSITE STRUCTURES , 2006 , V 76 , N4 ( DEC ) , P 314-325
ISSN: 0263-8223 Publication Date: 20061200
Publisher: ELSEVIER SCI LTD , THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND
Language: English Document Type: ARTICLE
Abstract: The interlaminar stresses and displacements near the free-edges and ply cracks are investigated by using the state space equation method for general cross-ply laminates subjected to extension and/or thermal loading. By this approach, a laminated plate may be composed of an arbitrary number of orthotropic layers, each of which may have different material properties and thickness. The method takes into account all independent material constants and guarantees continuous fields of all interlaminar stresses across interfaces between material layers. Numerical solutions are compared with results obtained from other methods. It is found that the theory provides a satisfactory approximation to the stress singularity occurring in the vicinity of the free-edges and ply cracks. (c) 2005 Elsevier Ltd. All rights reserved. （无关）
2/7/13 (Item 5 from file: 34) DIALOG(R)File 34:SciSearch(R) Cited Ref Sci (c) 2010 The Thomson Corp. All rts. reserv.
14366704 Genuine Article#: 963PW Number of References: 14
Title: Transient thermal stresses of orthotropic functionally graded thick strip due to nonuniform heat supply
Author: Ootao Y (REPRINT) ; Tanigawa Y
Author Email Address: ootao@me.osakafu-u.ac.jp
Corporate Source: Univ Osaka Prefecture,Grad Sch Engn, Dept Mech Engn,1-1 Gakuen Cho/Sakai/Osaka 5998531/Japan/ (REPRINT); Univ Osaka Prefecture,Grad Sch Engn, Dept Mech Engn,Sakai/Osaka 5998531/Japan/
Journal: STRUCTURAL ENGINEERING AND MECHANICS , 2005 , V 20 , N5 ( JUL 30 ) , P 559-573 ISSN: 1225-4568 Publication Date: 20050730
Publisher: TECHNO-PRESS , PO BOX 33, YUSEONG, DAEJEON 305-600, SOUTH KOREA Language: English Document Type: ARTICLE
Abstract: This paper is concerned with the theoretical treatment of transient thermal stresses involving an orthotropic functionally graded thick strip due to nonuniform heat supply in the width direction. The thermal and thermoelastic constants of the strip are assumed to possess orthotropy and vary exponentially in the thickness direction. The transient two-dimensional temperature is analyzed by the methods of Laplace and finite sine transformations. We obtain the exact solution for the simply supported strip under the state of plane strain. Some numerical results for the temperature change, the displacement and the stress distributions are shown in figures. Furthermore, the influence of the orthotropy and nonhomogeneity of the material is investigated. （无
关）
2/7/14 (Item 1 from file: 35) DIALOG(R)File 35:Dissertation Abs Online (c) 2010 ProQuest Info&Learning. All rts. reserv.
01372009 ORDER NO: AAD94-25253
PREDICTIVE AND DIAGNOSTIC ANALYSIS OF REINFORCED CONCRETE MASONRY BUILDINGS Author: KURKCHUBASCHE, ALBERT GEORG
Degree: PH.D.
Year: 1994
Corporate Source/Institution: UNIVERSITY OF CALIFORNIA, SAN DIEGO ( 0033 )
Chair: FRIEDER SEIBLE
Source: Volume 5504B of Dissertations Abstracts International.
PAGE 1558 . 308 PAGES
As a tool for the derivation of rational design guidelines for reinforced concrete masonry (RCM) buildings in seismic zones, an analytical model has been developed under the U.S.-TCCMAR (Technical Coordinating Committee for Masonry Research) program to predict and diagnose the behavior of RCM structures under monotonic increasing lateral loads. The phenomenological model is based on the finite element method and can trace the nonlinear load-deformation response of RCM structures from the initial undamaged state through the critical limit states when cracking, yielding, and crushing commence. In order to minimize the computational requirements for the nonlinear analysis of complete three-dimensional structures, the wall and floor elements, arranged in the principal Cartesian coordinates, are connected only by translational compatibility requirements, while out-of-plane bending of the walls is ignored.
The masonry walls are discretized by plane stress elements. To improve the bending behavior of the four-node plane stress element a quadratic displacement field has been added. The concrete floors are discretized by layered flat shell elements. Refinements to the slab element include prestressing and the representation of the orthotropic, voided cross-section of the topped precast, prestressed, hollow-core floor system. The biaxial constitutive relationships for concrete and concrete masonry are based on an equivalent uniaxial stress-strain laws for reinforced concrete, and a smeared and rotating crack model. The reinforcement is treated as an overlaid element, with displacement compatibility at the element nodes. In the structural walls, reinforcement may be treated as either smeared or discrete.
The developed finite element model was validated and calibrated by direct comparison with numerous experimental results from full-scale structural component and subassembly tests. The validated model was applied to predict and diagnose the response of the U.S.-TCCMAR five-story RCM research building tested under simulated seismic loads at the University of California, San Diego. Comparisons of the model with experimental results show that the accuracy of the model is satisfactory, and that the model can be used as a predictive and a diagnostic research tool to investigate the dominant nonlinear response phenomena in RCM structural systems. （无关）
2/7/15 (Item 1 from file: 63) DIALOG(R)File 63:Transport Res(TRIS) (c) fmt only 2010 Dialog. All rts. reserv.
00606683 DA
TITLE: ALUMINIUM EXTRUSION BRIDGE REHABILITATION SYSTEM. BRIDGE MANAGEMENT. INSPECTION, MAINTENANCE, ASSESSMENT AND REPAIR. PAPERS PRESENTED AT THE FIRST INTERNATIONAL CONFERENCE ON BRIDGE MANAGEMENT, UNIVERSITY OF SURREY, GUILDFORD, MARCH 28-30, 1990 Author: Svensson, L; Pettersson, L
Corporate Source: Elsevier Applied Science Publishers Limited, Crown House, Linton Road, Barking, Essex IG11 8JU, England Pag: pp 777-783
Publication Date: 19900000 Publication Year: 1990
Language: English Subfile: HRIS IRRD (H 9101 I) ISBN: 1-85166-456-4
Data Source: Transport and Road Research Laboratory
Abstract: The deterioration of road bridges is becoming a serious problem in Sweden. An increasing number of bridge decks are in such poor condition that they must be replaced. This is due mainly to a severe climate, the use of road salt in winter time, and increasing traffic volume and loads. In certain cases major reinforcement of bridge foundations or replacement of bridges has been called for to guarantee safety, often at great cost.
A system is described for replacing damaged bridge decks. The system utilises an orthotropic plate that consists of hollow aluminium extrusions fitted together by tongue and groove. Major reduction of dead loads is achieved which allows increased traffic
loads without reinforcing foundations or the structural system.(A) For the covering abstract of the conference see IRRD 830553. （无关）
2/7/16 (Item 1 from file: 118) DIALOG(R)File 118:ICONDA-Intl Construction (c) 2010 Fraunhofer-IRB. All rts. reserv.
0962300 ICONDA Accession Number: 1986(08):1002454 ICONDA
Tables of curves for the determination of the buckling load of orthotropic plates with hollow stiffeners
Pflueger A (Editor) ; Stern J (Author)
Series Title: Mitteilungen des Instituts fuer Statik der Universitaet Hannover; 1 ISSN: 0073-0300
11 p, figs
Publisher: in-house publishing , Hannover Publication Date: 19590000
Language: German
Document Type: Mongraph which is not commercially available; Irregular serial Medium Type: Print on Paper
Location Mark: DEIRB 2386
Cross Reference: RSWB 1983(05):9700071
File Segment: DEIRB (无关)
2/7/17 (Item 2 from file: 118) DIALOG(R)File 118:ICONDA-Intl Construction (c) 2010 Fraunhofer-IRB. All rts. reserv.
0934250 ICONDA Accession Number: 1989(06):1001381 ICONDA
Beispiele aus dem Strassenbrueckenbau
Examples from road bridge construction
Sahmel P (Author)
Series Title: DVS-Berichte; 86 ISSN: 9414-2149
p.6-9 , figs.,refs
Publisher: Dt.Verlag f.Schweisstechnik , Duesseldorf Publication Date: 19830000 Language: German
Document Type: Book or monograph which is commercially published; Irregular serial Medium Type: Print on Paper
Location Mark: DEIRB 27Sah
Cross Reference: RSWB 1985(11):9030679
File Segment: DEIRB (无关)
2/7/18 (Item 3 from file: 118) DIALOG(R)File 118:ICONDA-Intl Construction (c) 2010 Fraunhofer-IRB. All rts. reserv.
0823094 ICONDA Accession Number: 1987(01):1000180 ICONDA
Fly-over in the middle of Fulda. The first railway bridge with trapezoidal longitudinal stiffeners
Wagner Peter (Author)
Stahlbau
v.54, no.1 p.1-8 , figs.,refs
Country Of Publication: Germany
ISSN: 0038-9145 Publication Date: 19850000
Language: German Summary Language: English
Document Type: Journal article
Medium Type: Print on Paper
Location Mark: DEIRB Z 62a
Cross Reference: RSWB 1985(03):9960028
File Segment: DEIRB (无关)
2/7/19 (Item 4 from file: 118) DIALOG(R)File 118:ICONDA-Intl Construction (c) 2010 Fraunhofer-IRB. All rts. reserv.
0822519 ICONDA Accession Number: 1986(07):1032447 ICONDA
Analysis of box-girder bridges by grillage and orthotropic plate methods
Cheung M.S (Author) ; Bakht Baidar (Author) ; Jaeger Leslie G (Author)
Canadian journal of civil engineering v.9, no.4 p.595-601 , figs.,refs
Country Of Publication: Canada。