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,...
| Autor principal: | |
|---|---|
| Otros Autores: | |
| Formato: | Libro electrónico |
| Idioma: | Inglés |
| Publicado: |
Amsterdam ; New York :
Elsevier
2000.
|
| Colección: | Science Direct e-books.
|
| Acceso en línea: | Conectar con la versión electrónica |
| Ver en Universidad de Navarra: | https://innopac.unav.es/record=b30533375*spi |
Tabla de Contenidos:
- 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.
