Nonlinear static analysis of steel frames with semi rigid beam to column connections using cruciform element
In the steel frames, beam-column connections are traditionally assumed to be rigid or pinned, but in the steel frames, most types of beam-column connections are semi-rigid. Recent studies and some new codes, especially EC3 and EC4, include methods and formulas to estimate the resistance and stiffnes...
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| Auteurs principaux: | , |
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| Format: | article |
| Langue: | FA |
| Publié: |
Iranian Society of Structrual Engineering (ISSE)
2017
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| Accès en ligne: | https://doaj.org/article/99ed7d67ca2d44b79183eaf5cd9b0454 |
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