کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
11001335 1432060 2018 11 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Shear resistance and post-buckling behavior of corrugated panels in steel plate shear walls
ترجمه فارسی عنوان
مقاومت برشی و رفتار پس از انقباض پانل های موجدار در دیوارهای برش ورق فولادی
کلمات کلیدی
دیوارهای برشی راه راه، مقاومت برشی، ضریب کاهش، پس از خم شدن، منحنی جابجایی بار،
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی
Steel corrugated shear wall (SCSW) is an alternative to traditional shear walls with flat plates. However, shear resistance behavior and design of the infilled corrugated panels in SCSWs has not been well studies. This paper focuses on the shear resistance of sinusoidally corrugated panels in SCSWs under monotonic lateral shear force, via finite element analyses (FEA) considering both geometric nonlinearity and material elasto-plasticity. Firstly the effects of initial imperfections and geometric dimensions on shear resistance of corrugated panels are explored. Then based on extensive FEA, the maximum and the post-buckling strengths are investigated, and fitting equations to predict the shear resistant behavior of corrugated panels are proposed by introducing the normalized height-to-thickness ratio. It is found that, the maximum shear resistance of corrugated panels has a consistent relationship to the normalized height-to-thickness ratio, however variation of the post-buckling resistance is complex and geometric parameters have to be properly chosen to avoid significant strength drop after buckling. The equations proposed agree with the FEA results, and can be utilized in design of corrugated panels in SCSWs.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Thin-Walled Structures - Volume 131, October 2018, Pages 816-826
نویسندگان
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