کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
286134 | 509238 | 2009 | 9 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Design equations for moment strength of RBS-B connections
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موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
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چکیده انگلیسی
Reduced Beam Section (RBS) moment connections are newly developed connections for Special Moment Resisting Frames (SMRF). This study focuses on Reduced Beam Section with Bolted web connections (RBS-B). Several experiments have demonstrated that some RBS-B connection specimens failed prior to reaching the plastic moment capacity of the reduced beam sections: this may be attributed to insufficient moment strength in the RBS-B connections. This study proposes a new procedure for accurately computing the moment strength for ensuring that a plastic hinge forms in the reduced-section region of the beam, as intended by design.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Constructional Steel Research - Volume 65, Issue 5, May 2009, Pages 1087–1095
Journal: Journal of Constructional Steel Research - Volume 65, Issue 5, May 2009, Pages 1087–1095
نویسندگان
Sang-Whan Han, Ki-Hoon Moon, Bozidar Stojadinovic,