Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study
| Auteur(s): |
K. Żółtowski
P. Kalitowski |
|---|---|
| Médium: | article de revue |
| Langue(s): | anglais |
| Publié dans: | Archives of Civil Engineering, décembre 2016, n. 4, v. 62 |
| Page(s): | 187-200 |
| DOI: | 10.1515/ace-2015-0105 |
| Abstrait: |
This article deals with the problem of determining the resistance of end-plate connections. A nonlinear FEM model of the joint was constructed in order to predict its carrying capacity. A standard code procedure was done as well. The analyses have been done to assess atypical end-plate joints designed and constructed as a part of roof structures. |
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sur cette fiche - Reference-ID
10476810 - Publié(e) le:
25.11.2020 - Modifié(e) le:
25.11.2020
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