کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
286376 | 509258 | 2007 | 14 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
The semi-rigid behaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading. Part II: Theoretical model and validation
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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
چکیده انگلیسی
The component method proposed by the Eurocode is an excellent and versatile analysis tool, which can be applied to a wide variety of joints. However, it lacks appropriate components to predict the behaviour of minor-axis and three-dimensional joints. In this paper, a new component for laterally supported plates in bending (applied here to the column web and to the additional plate in bending) is presented and applied to minor-axis joints. Also, complete elastic models for both major- and minor-axis three-dimensional joints are presented. The proposed models take into account the effects on the elastic behaviour of each component caused by proportional loading along both axes.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Constructional Steel Research - Volume 63, Issue 9, September 2007, Pages 1254–1267
Journal: Journal of Constructional Steel Research - Volume 63, Issue 9, September 2007, Pages 1254–1267
نویسندگان
J.M. Cabrero, E. Bayo,