A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 designed and constructed as a part of roof structures.
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 designed and constructed as a part of roof structures.
Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study
Żółtowski K. (author) / Kalitowski P. (author)
2016
Article (Journal)
Electronic Resource
Unknown
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Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study
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