PLASTIC DESIGN OF SEISMIC RESISTANT STEE
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MAZZOLANI, FEDERICO M.; PILUSO, VINCENZO
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Article
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1997
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John Wiley and Sons
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English
β 384 KB
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A new method for designing moment resisting steel frames failing in a global mode is presented in this paper. Starting from the analysis of the typical collapse mechanisms of frames subjected to horizontal forces, the method is based on the application of the kinematic theorem of plastic collapse. T