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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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- Accepted or Published Version
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/ace-2015-0105
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- Category:
- Articles
- Type:
- artykuły w czasopismach recenzowanych i innych wydawnictwach ciągłych
- Published in:
-
Archives of Civil Engineering
no. 62,
edition 4,
pages 187 - 200,
ISSN: 1230-2945 - Language:
- English
- Publication year:
- 2016
- Bibliographic description:
- Żółtowski K., Kalitowski P.: Moment resistance of I-section end-plate roof girder splices; a case study// Archives of Civil Engineering. -Vol. 62., iss. 4 Part 1 (2016), s.187-200
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/ace-2015-0105
- Verified by:
- Gdańsk University of Technology
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