PREDICTORS OF SEISMIC DEMAND OF SMRF BUILDINGS CONSIDERING POST-ELASTIC MODE SHAPE
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[1] Judy Liu,et al. Cyclic Testing of Simple Connections Including Effects of Slab , 2000 .
[2] Anil K. Chopra,et al. A modal pushover analysis procedure for estimating seismic demands for buildings , 2002 .
[3] Sigmund A. Freeman,et al. Prediction of Response of Concrete Buildings to Severe Earthquake Motion , 1978 .
[4] Hiroshi Isoda,et al. CONVERSION OF MULTI-STORY BUILDING INTO EQUIVALENT SDOF SYSTEM AND ITS PREDICTABILITY FOR EARTHQUAKE RESPONSE , 2001 .
[5] C. Allin Cornell,et al. Evaluation of predictors of non‐linear seismic demands using ‘fishbone’ models of SMRF buildings , 2003 .
[6] Amr S. Elnashai. DO WE REALLY NEED INELASTIC DYNAMIC ANALYSIS? , 2002 .
[7] Kazuo Inoue,et al. Generic frame model for simulation of earthquake responses of steel moment frames , 2002 .