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