| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6751365 | Journal of Constructional Steel Research | 2016 | 8 Pages |
Abstract
This report presents a parametric study conducted using an experimentally calibrated numerical model, performed at the CEMSIG Research Centre (http://www.ct.upt.ro/en/centre/cemsig) at the Politehnica University of Timisoara. The study observes and characterizes the plastic mechanism of short steel beams with reduced beam sections (RBS) applied in moment-resisting frames. A simplified and reliable alternative allowing the use of beam finite element analysis (FEA) for bending-shear interactions is proposed.
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Civil and Structural Engineering
Authors
Andrei Crisan, Dan Dubina,