عنوان
پدید آورنده
موضوع
رده
کتابخانه
محل استقرار
008042998X
9780080429984
b537802
Non-linear static and cyclic analysis of steel frames with semi-rigid connections
[Book]
S.L. Chan and P.P.T. Chui.
Amsterdam ; New York
Elsevier
2000
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.
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.
Studies simple and efficient numerical procedures for large deflection and elasto-plastic analysis of steel frames under static and dynamic loading. This book discusses basic fundamental behaviour and philosophy for design of structural steel, emphasising different modes of buckling and the inter-relationship between different types of analysis.
Steel, Structural.
Structural analysis (Engineering)
Structural frames -- Design and construction.
S.L. Chan and P.P.T. Chui.
مطالعه متن کتاب [Book]
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