Modeling of steel beam-column connections under dynamic excitation

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作者：
机构：
[1] Sheet, Ikhlas S.
[2] Gunasekaran, Umarani
[3] Macrae, Gregory A.
来源：
Sheet, I.S. (ikhlassaddam@yahoo.com) | 1600年 / Structural Engineering Research Centre卷 / 40期
关键词：
Cyclic loads;
D O I：
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摘要：
A simple non-linear fiber model considering beam elongation is proposed to represent the behaviour of a steel beamcolumn connection under cyclic loading. The force-displacement response of the model is shown to compare well with those from an experimental study subjected to a cyclic displacement regime.
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