کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
285744 | 509215 | 2009 | 10 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending](/preview/png/285744.png)
چکیده انگلیسی
This paper reports nine test results of concrete filled steel tube reinforced concrete (CFSTRC) columns, which were tested under constant axial load and cyclically increasing flexural loading. The main parameters varied in the experiments were axial load level and cross-sectional type. The influence of these parameters on strength, ductility, stiffness and energy dissipation was investigated. It was found that, in general, CFSTRC columns exhibit favourable energy dissipation and ductility, even when the columns were subjected to high axial loads. This type of composite column is adoptable in practical engineering, particularly in regions of high seismicity.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Constructional Steel Research - Volume 65, Issues 8–9, August–September 2009, Pages 1607–1616
Journal: Journal of Constructional Steel Research - Volume 65, Issues 8–9, August–September 2009, Pages 1607–1616
نویسندگان
Lin-Hai Han, Fei-Yu Liao, Zhong Tao, Zhe Hong,