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Influence of joint slippage on the seismic response of steel frames

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Abstract(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.

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Joint slippage Steel frame

Citation

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.

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