Moment resistance of I-section end-plate roof girder splices; a case study
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Publication date: 2016-12-31
Archives of Civil Engineering 2016;62(4 (I)):187-200
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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