| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 4923616 | Journal of Constructional Steel Research | 2017 | 22 Pages |
Abstract
A comparison between the numerical simulation results and the analytical results using the proposed method indicates very good agreement, with the inaccuracy mainly attributed to inaccurate calculation of the bending - shear interaction of the existing methods which do not consider the effects of additional compression and T-section buckling.
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Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
M. Najafi, Y.C. Wang,