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Authors
Advisor(s)
Abstract(s)
Steel joints subjected to cyclic loading whereby the amplitude of the applied
forces exceeds the yield strain of one or more of the relevant connection components
usually exhibit degradation of its moment-rotation response that eventually leads to
failure of the joint. Depending on the actual design of end-plate beam-to-column
steel joints, the cyclic response may present slippage.
It is the purpose of the present paper to (i) discuss the various hysteretic models
available to model steel joints under cyclic loading; (ii) describe a numerical
implementation of two such models, with and without slippage, and (iii) compare
the cyclic response of two distinct joints (with and without slippage), and (iv) based
on a selected test case, assess the influence of slippage on global behaviour of the
structure.
Description
Keywords
Steel structures Semi-rigid behaviour
Citation
Nogueiro, Pedro (2003). Influence of joint slippage on the cyclic response of steel frames. In Proceedings of 9th International Conference on Civil and Structural Engineering Computing, Civil-Comp Press. Stirling, United Kingdom.
Publisher
B. H. V. in Topping, Civil- Comp press.