Author(s):
Nogueiro, Pedro 
; Silva, Luís Simões da ; Bento, Rita
Date: 2005
Persistent ID: http://hdl.handle.net/10198/4294
Origin: Biblioteca Digital do IPB
Subject(s): Joint slippage; Steel frame
Document details
Influence of joint slippage on the seismic response of steel frames
Description
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.
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.
Document Type
Article
Language English
Language English
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