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Seismic performance evaluation for steel MRF: non linear dynamic and static analyses
Z. Rinaldi,B. Calderoni 국제구조공학회 2002 Steel and Composite Structures, An International J Vol.2 No.2
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.