Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study
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 design...
Main Authors: | Żółtowski K., Kalitowski P. |
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Format: | Article |
Language: | English |
Published: |
Sciendo
2016-12-01
|
Series: | Archives of Civil Engineering |
Subjects: | |
Online Access: | http://www.degruyter.com/view/j/ace.2016.62.issue-4/ace-2015-0105/ace-2015-0105.xml?format=INT |
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