کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
285703 | 509212 | 2010 | 10 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs
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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: Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs](/preview/png/285703.png)
چکیده انگلیسی
Semi-rigid composite connections with precast hollowcore slabs are a newly developed technique with few applications in current construction practice. The research on the structural behaviour of this new type of connection is limited, with no existing method available to predict its important characteristics such as moment and rotation capacities. In this paper, based on the parametric studies of the three-dimensional finite element model and full-scale tests, analytical methods to calculate the moment and rotation capacity of this type of composite joint are proposed. A comparison between the proposed calculation method and the full-scale test results was made, and good agreement was obtained.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Constructional Steel Research - Volume 66, Issue 3, March 2010, Pages 452–461
Journal: Journal of Constructional Steel Research - Volume 66, Issue 3, March 2010, Pages 452–461
نویسندگان
Feng Fu, Dennis Lam, Jianqiao Ye,