期刊论文详细信息
Archives of Civil Engineering | |
Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study | |
Żółtowski K.1  Kalitowski P.2  | |
[1] DSc., PhD., Eng., prof. of Gdansk University of Technology, Faculty of Civil and Environmental Engineering, St. Gabriela Narutowicza 11/12, 80-233 Gdansk, Poland;M., Eng., Gdansk University of Technology, Faculty of Civil and Environmental Engineering, St. Gabriela Narutowicza 11/12, 80-233 Gdansk, Poland; | |
关键词: non-preloaded end-plate joint; bending connection; FEM analysis; sports hall roof; | |
DOI : 10.1515/ace-2015-0105 | |
来源: DOAJ |
【 摘 要 】
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.
【 授权许可】
Unknown