| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 4923521 | Journal of Constructional Steel Research | 2017 | 14 Pages |
Abstract
In the second part, systematic numerical calculations are conducted for limit cases of the stiffness of the boundary condition of the load-introducing gusset plates (rigid/hinged). The results are also presented in dependency of the relative slenderness λ¯v. The consolidation of all tests and numerical results shows (besides the well-known difference between one-bolt and two-bolt connections) a very high influence of the end support of the gusset plate.
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Engineering
Civil and Structural Engineering
Authors
Markus Kettler, Andreas Taras, Harald Unterweger,