کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
285676 | 509211 | 2009 | 18 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Post-Northridge connection with modified beam end configuration to enhance strength and ductility
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موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: Post-Northridge connection with modified beam end configuration to enhance strength and ductility Post-Northridge connection with modified beam end configuration to enhance strength and ductility](/preview/png/285676.png)
چکیده انگلیسی
In order to enhance the strength and ductility of post-Northridge connections with beam depths varying from 450 mm to 912 mm, two parallel horizontal long voids were opened on their beams web. Results showed that the proposed beam end configuration (BEC) is effective in moving the plastic hinge away from the column face. Adding web stiffeners and two tubes at the center of voids were effective in preventing excessive beam flange/web buckling. Based on the analytical results a step by step design procedure is proposed to determine the most suitable geometry for the BEC to achieve adequate connection strength and ductility.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Constructional Steel Research - Volume 65, Issue 7, July 2009, Pages 1413–1430
Journal: Journal of Constructional Steel Research - Volume 65, Issue 7, July 2009, Pages 1413–1430
نویسندگان
Amir A. Hedayat, Murude Celikag,