Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study
| Author(s): |
K. Żółtowski
P. Kalitowski |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Archives of Civil Engineering, December 2016, n. 4, v. 62 |
| Page(s): | 187-200 |
| DOI: | 10.1515/ace-2015-0105 |
| Abstract: |
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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10476810 - Published on:
25/11/2020 - Last updated on:
25/11/2020
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