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
Call Number:Libro Electrónico
Main Author: Chan, S. L.
Other Authors: Chui, P. P. T.
Format: Electronic eBook
Language:Inglés
Published: Amsterdam ; New York : Elsevier, 2000.
Subjects:
Structural frames > Design and construction.
Structural analysis (Engineering)
Steel, Structural.
Th�eorie des constructions.
Acier de construction.
structural analysis.
structural steel.
TECHNOLOGY & ENGINEERING > Structural.
Steel, Structural
Structural frames > Design and construction
Online Access:Texto completo
Table of 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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