کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6751231 1430690 2018 14 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Anti-collapse performances of steel beam-to-column assemblies with different span ratios
ترجمه فارسی عنوان
عملکرد ضد سقوط از ستون های فولادی به ستون با نسبت فاصله های مختلف
کلمات کلیدی
قاب فولاد، مونتاژ پرتو به ستون، نسبت شیب، عملکرد ضد انقباض، مطالعه تجربی، شبیه سازی عددی،
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی
The local failure of one or more structural members of a steel frame could trigger the progressive collapse of the structure. In this study, the anti-collapse performances of different beam-to-column assemblies comprising three columns and two beams were investigated. Three types of specimens with different span ratios (1:0.6, 1:1.0, and 1:1.4) and constructed using welded unreinforced flange-bolted web connections were considered. Static loading tests and numerical simulations were performed, and the local failures of all the specimens were observed to occur in the beam-to-column connection zones under large deformations. Each specimen exhibited multiple peak loads because of the repeated occurrence of local damage. The specimen with equal spans was found to exhibit a higher progressive collapse resistance in the latter phase owing to the synergistic action of the two adjacent beams. It also had a better load transfer mechanism, which enhanced the anti-collapse bearing capacity. Conversely, the peak loads of the specimens with unequal spans decreased with increasing loading displacement owing to the failure of the short beam before the long beam without full realization of catenary action. It was also determined through validated FE models that, when the constraints provided by the side columns were sufficient for the development of flexural and catenary actions in a beam, the assembly constraints provided by the peripheral components amounted to surplus constraints. Furthermore, more comparable linear stiffnesses of the column and beam enhanced their synergistic action and improved the resistance of the steel frame.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Constructional Steel Research - Volume 140, January 2018, Pages 125-138
نویسندگان
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