Post Buckling Behavior of Prismatic Structural Steel Members with Semi Rigid Connections
In most designs of steel frames,beam-column connections are assumed either perfectly pinned or fully rigid. This assumption results in an incorrect estimation of the structural behavior of these frames. Practically, beam-column connections are between these two extreme assumptions and possess some r...
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| Hlavní autoři: | , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
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Unviversity of Technology- Iraq
2016-06-01
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| Edice: | Engineering and Technology Journal |
| Témata: | |
| On-line přístup: | https://etj.uotechnology.edu.iq/article_113132_b69cd397d5f93751418b5dddeb314114.pdf |
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