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Modelling connections of moment resisting steel frames for seismic analysis
Mota, L.; Silva, A. T. da; Rebelo, C.; Silva, L. Simões da; Lima, L. deThe seismic response of moment resisting steel frames depends on the behaviour of the beamto- column connections, in particular when these are considered to be dissipative zones. This paper aims to contribute to a better understanding of modelling joints of steel moment resisting frames concerning their seismic behaviour. The modified Richard-Abbott constitutes a sophisticated model and is used here to reproduc...
Data: 2010
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Origem: Estudo Geral - Universidade de Coimbra
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