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Non-linear static and cyclic analysis of steel frames with semi-rigid connections /

This book is devoted to the discussion and studies of simple and efficient numerical procedures for large deflection and elasto-plastic analysis of steel frames under static and dynamic loading. In chapter 1, the basic fundamental behaviour and philosophy for design of structural steel is discussed,...

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Bibliographic Details
Main Authors: Chan, S. L
Corporate Authors: Elsevier Science & Technology
Group Author: Chui, P. P. T
Published: Elsevier,
Publisher Address: Amsterdam ; New York :
Publication Dates: 2000.
Literature type: eBook
Language: English
Subjects:
Structural frames > Design and construction
Structural analysis Engineering
Steel, Structural
Structural analysis
Steel framing Building
TECHNOLOGY & ENGINEERING > Structural
Electronic books
Online Access: http://www.sciencedirect.com/science/book/9780080429984
Summary: This book is devoted to the discussion and studies of simple and efficient numerical procedures for large deflection and elasto-plastic analysis of steel frames under static and dynamic loading. In chapter 1, the basic fundamental behaviour and philosophy for design of structural steel is discussed, emphasising different modes of buckling and the inter-relationship between different types of analysis. In addition to this, different levels of refinement for non-linear analysis are described. An introduction is also given to the well-known P- & dgr; and P- & Dgr; effects. Chapter 2 presents th
Carrier Form: 1 online resource (xviii, 336 pages) : illustrations
Bibliography: Includes bibliographical references and indexes.
ISBN: 9780080429984
008042998X
9780080537719
0080537715
Index Number: TA660
CLC: TU3
Contents: Foreword. Acknowledgement. List of Symbols. Behaviour, analysis and design of steel frames. First-order linear elastic analysis for rigid and semi-rigid frames. Second-order elastic analysis by the Newton-Raphson Method. Non-linear solution techniques. Connection behaviour and models. Non-linear static analysis allowing for plastic-hinges and semi-rigid joints. Cyclic behaviour of flexibly connected elastic steel frames. Transient analysis of inelastic steel structures with flexible connections. Appendix A. Appendix B. Author index. Subject index.

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