Seismic behavior of connection with surrounded stiffeners in the proposed moment frames
To ensure the rigidity of the connection in the moment frame system, continuity plates are used at the level of the beam flanges. In box columns, due to the closed section, it is difficult to implement and is not very reliable. The present study introduces a new connection with external stiffeners....
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| Autors principals: | , |
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| Format: | Artigo |
| Idioma: | Persa |
| Publicat: |
Semnan University
2021-06-01
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| Col·lecció: | مجله مدل سازی در مهندسی |
| Matèries: | |
| Accés en línia: | https://modelling.semnan.ac.ir/article_5308_96a9e6f70c73945f94efde89ed176ed1.pdf |
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