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: Vahid Reza Afkhami, Mohammad Taher Kamali
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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