ELASTO-PLASTIC ANALYSIS OF REINFORCED CONCRETE FRAME STRUCTURES

للكاتبين

A.Kadid , R..Chebili,A.Zine

ABSTRACT:

The Boumerdes 2003 earthquake which has devastated a large part of the north of Algeria has

raised questions about the adequacy of framed structures to resist strong motions, since many

buildings suffered great damage or collapsed. To investigate the behaviour of framed

buildings under future expected earthquakes, a non linear static pushover analysis has been

conducted. To achieve this objective, three framed buildings with 5, 8 and 12 stories

respectively were analyzed. The results obtained from this study show that properly designed

frames will perform well under seismic loads

.

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