![]() After that, the fragility curves were calculated for all structural and non-structural components related to different damage levels in FEMA code and eventually, resilience values were obtained. Then, using ETABS software, nonlinear dynamical analysis (nonlinear time history analysis) for frames was performed considering the impact of near-field and far-field earthquakes to obtain the fragility curves. The difference between these two levels is the accuracy of infill walls modeling. The school was modeled in the Revit software with two different levels of detail (LOD) of 300 and 350. 6 and 9 of National Building Regulations (NBR) and Iranian code of practice for seismic resistant design of buildings, a school with intermediate concrete moment frames and shear walls has been designed. ![]() In this regard, in accordance with Standard No. In this study, general method of evaluation based on resilience has been investigated using PACT software and available mathematical functions. ![]()
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May 2023
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