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Steel and Composite Structures Volume 2, Number 2, April 2002 , pages 113-128 DOI: https://doi.org/10.12989/scs.2002.2.2.113 |
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Seismic performance evaluation for steel MRF:non linear dynamic and static analyses |
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B. Calderoni and Z. Rinaldi
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| Abstract | ||
| The performance of steel MRF with rigid connections, proportioned by adopting different capacity design criteria, is evaluated in order to highlight the effectiveness of static non-linear procedure in predicting the structural seismic behavior. In the framework of the performance-based design, some considerations are made on the basis of the results obtained by both dynamic time histories and push-over analyses, particularly with reference to the damage level and the structure ability to withstand a strong earthquake. | ||
| Key Words | ||
| seismic behaviour, overstrength, performance-based design, push-over analysis, time history analysis | ||
| Address | ||
| Department of Analysis and Structural Design, University of Naples Federico II? Naples, ItalyrnDiMSAT, University of Cassino, Cassino, Italy | ||