Structural Analysis
A Unified Classical and Matrix Approach
Spon Press
4th Edition
Published on 23. October 1997
Book
Paperback/Softback
864 pages
978-0-419-21200-3 (ISBN)
Article exhausted; check for reprint
Description
The fourth edition of this comprehensive textbook combines and develops concurrently both classical and matrix based methods of structural analysis. The book, already renowned for its clarity and thoroughness, has been made even more transparent and complete. The book opens with a new chapter on the analysis of statically determinate structures, intended to provide a better preparation of students. A major new chapter on non-linear analysis has been added. Throughout the fourth edition more attention is given to the analysis of three-dimensional spatial structures. The book now contains over 100 worked examples and more than 350 problems with solutions. This is a book of great international renown, as shown by the translation of the previous edition into four languages.
More details
Edition
4th New edition
Language
English
Place of publication
London
United Kingdom
Publishing group
Taylor & Francis Ltd
Target group
College/higher education
Edition type
New edition
Dimensions
Height: 234 mm
Width: 156 mm
Weight
1089 gr
ISBN-13
978-0-419-21200-3 (9780419212003)
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Schweitzer Classification
Other editions
New editions

Book
08/2003
5th Edition
Taylor & Francis
€71.98
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Previous edition
Book
07/1989
3rd Edition
Spon Press
€52.19
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Content
Preface to the fourth edition. Notation. The SI system of units of measurement. Staticially determinate structures. Introduciton ot the analysis of statically indeterminate structures. Force method of analysis. Displacemtn method of analysis. Use of force and displacement methods. Strain energy and virtual work. Determination of displacements by virtual work. Further applications of method of virtual work. Important energy theorems. Displacemtn of elastic structres by special methods. Applications of force and displacement methods. Influence lines for beams and frames. Influence lines for grids, arches and trusses. Effects of axial forces on flexural stiffness. Analysis of shear-wall structures. Method of finite differences. Finite-element method. Fiurther development of finite -element method. Plastic analys of continuous beams and frames. Yield-line and strip mehtods for slabs. Structural dynamics. Computer analysis of framed structures. Implementation of computer analysis. Nonlinear analysis. Appendices. Answers to problems. General references. Index