Flexural-Torsional Buckling of Structures
Book Details
Format
Hardback or Cased Book
Book Series
New Directions in Civil Engineering
ISBN-10
0849377633
ISBN-13
9780849377631
Publisher
Taylor & Francis Inc
Imprint
CRC Press Inc
Country of Manufacture
US
Country of Publication
GB
Publication Date
Jul 20th, 1993
Print length
388 Pages
Weight
880 grams
Product Classification:
Stress & fracture
Ksh 36,000.00
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This book is intended to provide both an up-to-date treatment of modern methods of analysing flexural-torsional buckling of steel structures, and also to provide detailed summaries of knowledge on flexural-torsional buckling that it can be used as a source book by both designers and researchers.
Flexural-Torsional Buckling of Structures provides an up-to-date, comprehensive treatment of flexural-torsional buckling and demonstrates how to design against this mode of failure. The author first explains the fundamentals of this type of buckling behavior and then summarizes results that will be of use to designers and researchers in either equation or graphical form. This approach makes the book an ideal text/reference for students in structural engineering as well as for practicing civil engineers, structural engineers, and constructional steel researchers and designers.
The book begins by introducing the modern development of the theory of flexural-torsional buckling through discussions on the general concepts of equilibrium, total potential, virtual work, and buckling. It then continues with in-depth coverage of hand methods for solving buckling problems, the analysis of flexural-torsional buckling using the finite element method, and the buckling of different types of structural elements and frames composed of various elastic materials. Other topics addressed include the design and inelastic buckling of steel members. The book''s final chapter considers a collection of special topics.
The book begins by introducing the modern development of the theory of flexural-torsional buckling through discussions on the general concepts of equilibrium, total potential, virtual work, and buckling. It then continues with in-depth coverage of hand methods for solving buckling problems, the analysis of flexural-torsional buckling using the finite element method, and the buckling of different types of structural elements and frames composed of various elastic materials. Other topics addressed include the design and inelastic buckling of steel members. The book''s final chapter considers a collection of special topics.
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