| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 4923487 | Journal of Constructional Steel Research | 2017 | 13 Pages |
Abstract
The paper presents a finite element analysis of unstiffened welded connections, in double-sided configurations, in which the two beams do not meet at the same level. The results are used to propose a simple and reliable estimation of the transformation parameter β that accounts for the influence of the column web panel in shear.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Ana M. Girão Coelho,