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《Journal of Architecture and Civil Engineering》 2008-04
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Seismic Damage Assessment Model of Form of Elastic Deformation Energy

WANG Quan-feng,LIU Liang-lin,SHEN Zhang-chun(School of Civil Engineering,Huaqiao University,Quanzhou 362021,Fujian,China)  
Aimed at the defects of the classic seismic damage assessment model,a model based on form of elastic deformation energy was proposed and the models based on the classic park seismic and the ductility were listed.Taking the complexity of the hysteretic process into account,the hysteretic process was changed into the static state based on the simplification of skeleton curves.Then,a new seismic damage evaluation model was built from the point of energy.According to the data from destructive experiments of four columns,comparisons were executed among the three models.The results show that the new model which is corrective and feasible can overcome the defects of the classic seismic damage assessment model.
【Fund】: 国家自然科学基金项目(50578066/E080507)
【CateGory Index】: TU311.3
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