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Influence of joint slippage on the seismic response of steel frames
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Orientador(es)
Resumo(s)
The present paper presents an evaluation of the influence of joint slippage on the seismic
response of steel frames. Using three alternative hysteretic joint models to simulate the
connections of a representative low-rise steel frame, and a series of dynamic time-history
analyses for a typical seismic record, it is found that slippage affects the response of the
structure and should be allowed for in design.
Descrição
Palavras-chave
Joint slippage Steel frame
Contexto Educativo
Citação
Nogueiro, Pedro; Simões da Silva, Luís; Bento, Rita (2005). Influence of joint slippage on the seismic response of steel frames. In EuroSteel. The Nederlands, Maastricht.