Continuity plates in box columns

سال انتشار: 1404
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 99

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شناسه ملی سند علمی:

JR_CFB-1-3_002

تاریخ نمایه سازی: 20 آبان 1404

چکیده مقاله:

One of the effective components in providing the stiffness of fixed beam-to-column connections is the appropriate stiffeners (continuity plates) at the connection zone. The presence of continuity plates plays a decisive role in ensuring the stiffness and proper performance of the connection. Installing continuity plates in H-shaped columns is easily achievable; however, in box-shaped columns, due to the closed cross-section, their installation is accompanied by difficulties. For this reason, some steel structure contractors avoid installing them. Undoubtedly, the absence of continuity plates leads to improper connection performance.

نویسندگان

Payam Tarighi

Assistant Professor, Department of Civil Engineering, Faculty of Technical and Engineering, Ahlul Bayt International University, Tehran, Iran.