Advanced analysis and design of plated structures
著者
書誌事項
Advanced analysis and design of plated structures
（Developments in civil engineering, 32）
Elsevier, 1991
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注記
Includes bibliographies and index
内容説明・目次
内容説明
The need to economise on steel and other structural support materials has led to the development of new kinds of structures, amongst which thin-walled plated structures, i.e. structural systems made of thin plate elements, play a very important role. Their successful practical application requires adequate scientific data for reliable design, which has been the goal of numerous research teams worldwide, reporting on numerous aspects in the behaviour of plated structures. Containing the results of over ten years of research work, this volume provides a current overview for researchers in their study on the behaviour of plated structures, assisting them in the design of modern economical structures for buildings and bridges. The volume will be of particular interest to analysts and designers of civil engineering structures.
目次
1. Introduction. 2. Folded Plate Theory and its Application in the Design of Plated Structures. Simply supported folded plate structures with support diaphragms. Folded plates with deformable end cross-sections. Folded plates with diaphragms restraining free cross-sectional warping. Folded plate structures with various end conditions. Folded plate structures on an elastic foundation. Statically indeterminate continuous folded plate structures with interior diaphragms. Analysis of skew structures. Folded plate analysis of shear wall systems and frame structures. References. 3. Shear Lag in Wide Flanges. Methods of analysis. The main features of shear lag and the influence of various parameters. Curved box girders. Initial imperfections in the shear lag behaviour of wide flanges. Box girders subjected to torsion. Methods of reducing shear lag effects. References. 4. Local Effects in Steel Plated Structures. Behaviour of webs subject to partial edge loading. Stress state in webs subject to partial edge loading. Buckling of webs subject to partial edge loading. References. 5. Buckling of Longitudinally Stiffened Flanges. Linear buckling theory approach. Post-buckled behaviour. References. 6. Interaction of Buckling with Shear Lag in Longitudinally Stiffened Compression Flanges. Linear theory approach. Non-linear theory approach. References. Subject Index.
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