کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
286375 | 509258 | 2007 | 13 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation
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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: The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation](/preview/png/286375.png)
چکیده انگلیسی
An experimental investigation of statically loaded extended end-plate connections in both major and minor column axes was undertaken at the University of Navarra, Spain. The aim was to provide insight into the behaviour of these joints when a proportional load is applied to both axes (three-dimensional loading). The rotational stiffness of the joints increases with this type of three-dimensional loading. The findings also show that an increase in the end-plate thickness results in an increase in the connection’s flexural strength and stiffness, and a decrease in its rotation capacity.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Constructional Steel Research - Volume 63, Issue 9, September 2007, Pages 1241–1253
Journal: Journal of Constructional Steel Research - Volume 63, Issue 9, September 2007, Pages 1241–1253
نویسندگان
J.M. Cabrero, E. Bayo,