A simplified method for collapse capacit
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Behrouz Shafei; Farzin Zareian; Dimitrios G. Lignos
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Article
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2011
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Elsevier Science
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English
โ 499 KB
A simplified methodology for predicting the median and dispersion of collapse capacity of momentresisting frame and shear wall structural systems subjected to seismic excitations is proposed. The method is based on nonlinear static (pushover) analysis. Simple mathematical models denoted as ''generic