کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6740662 | 504363 | 2015 | 13 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Failure mechanism of steel arch trusses: Shaking table testing and FEM analysis
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
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چکیده انگلیسی
To study the failure mechanism of steel arch truss structures that are subjected to severe earthquakes, a series of shaking table tests were conducted, and the results are discussed in this paper. Furthermore, the effect of bracing forms on the structure failure mode and the cumulative damage effects on the member internal forces were evaluated using the Finite Element Method (FEM). The results from the numerical model are compared with the experimental measurements in terms of displacement, acceleration, steel strain and amplification factor of the structural model. The comparison shows that the numerical results are significantly consistent with the experimental measurements. Under severe earthquakes, structural cumulative damage and plastic deformation increased, whereas the structure stiffness declined, which leads to structural failure. The failure load of the structure was 0.8-1.0g, and in-plane anti-symmetric deformation was found in the main trusses after loading. The maximum strain in the test model is larger than those in the cumulative damage model and the ideal elasto-plastic model by 7-15% and 8-26%, respectively. Increasing the number of rigid tied bars slightly enhances the stiffness of the main truss, whereas using cross diagonal bracings enhances the stiffness of the main truss by 2.9 times.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 82, 1 January 2015, Pages 186-198
Journal: Engineering Structures - Volume 82, 1 January 2015, Pages 186-198
نویسندگان
Qing-Hua Han, Ying Xu, Yan Lu, Jie Xu, Qiu-Hong Zhao,