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Advisor(s)
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.
Description
Keywords
Joint slippage Steel frame
Pedagogical Context
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.