کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
285819 | 509218 | 2010 | 12 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Analysis and calculations of steel tube confined concrete (STCC) stub columns
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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: Analysis and calculations of steel tube confined concrete (STCC) stub columns Analysis and calculations of steel tube confined concrete (STCC) stub columns](/preview/png/285819.png)
چکیده انگلیسی
The use of steel tube confined concrete (STCC) columns has been the interests of many structural engineers. A finite element analysis (FEA) model was established in this paper to analyse the mechanisms of STCC stub columns under axial compression. It was found that both the predicted ultimate strength and load versus deformation curves show generally good agreements with those of the measurements. The interaction between the steel tube and its concrete core was analysed and illustrated by using the FEA model. Simplified formulae were proposed by using the regression method based on the parametric analysis outcome.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Constructional Steel Research - Volume 66, Issue 1, January 2010, Pages 53–64
Journal: Journal of Constructional Steel Research - Volume 66, Issue 1, January 2010, Pages 53–64
نویسندگان
Qing Yu, Zhong Tao, Wei Liu, Zhi-Bo Chen,