Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6740921 | Engineering Structures | 2014 | 10 Pages |
Abstract
In addition, the hysteretic behaviour of the RC beam ends tested was simulated numerically using the nonlinear structural analysis software - OpenSees. The beam-column model simulates the global element behaviour very well, as there is a reasonable approximation to the hysteretic loops obtained experimentally.
Related Topics
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Geotechnical Engineering and Engineering Geology
Authors
Rita Gião, Válter Lúcio, Carlos Chastre,