作者: Meldi Suhatril , Hashim Abdul Razak , Koktong Tan , Dagang Lu
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摘要: This paper develops analytical fragility curves for a RC concrete frame building under ground shaking. A three story was selected as study case. The system analyzed and compared two different site soil conditions subject to relatively small number of strong motion records. Nonlinear time history analyses were conducted using OpenSees (1) platform. maximum inter drift ratio the slight, moderate, extensive complete limit states, suggested by HAZUS (2). numerical result shows that local can significantly modify curves.