تاثیر فرضیات مدل سازی در ارزیابی تلفات انتظارات یک ساختمان صنعتی پیش ساخته

Appropriate fragility curves under selected engineering demand parameters are defined and provided within the Performance Based Earthquake Engineering methodology developed at the Pacific Earthquake Engineering Research Center for the assessment of the expected losses under a scenario-based earthquake. The influence of the modelling assumptions in the seismic risk estimate is evaluated. The results indicate that for the considered case study and in the absence of loss of support, simplified single-column models are suitable to estimate the expected losses.