توجه: محتویات این صفحه به صورت خودکار پردازش شده و مقاله‌های نویسندگانی با تشابه اسمی، همگی در بخش یکسان نمایش داده می‌شوند.
۱Analytical and Experimental Studies on Behavior of Beam to Column Connections with Flange Plate under Monotonic Loading
اطلاعات انتشار: Iranica Journal of Energy & Environment، چهارم،شماره۳، ۲۰۱۳، سال
تعداد صفحات: ۴
Behavioral study of connections using moment – rotation curve for analyzing different types of connections and also the concept of strength, ductility and rigidity of steel connections are important. One of the most common connections in bending frames of steel structures is beam to column connections with flange plates. A correct perception about structural behavior of beam to column connections and also appropriate knowledge of their force transmission and their behavior in modeling and analysis of the steel structures are essential. In present study, beam to column steel connection with flange plate under monotonic loading, both analytical and experimental would be investigated. The obtained results showed that moment – rotation curves of experimental sample and finite element (F.E.) model are reasonably close to each other. As a result, F.E. method could be an appropriate tool to investigate the behavior of these connections which would significantly decrease number of trial and error approaches.

۲Investigation the Behavior of Beam to Column Connection with Flange Plate by Using Component Method
اطلاعات انتشار: Iranica Journal of Energy & Environment، چهارم،شماره۳، ۲۰۱۳، سال
تعداد صفحات: ۵
Study destructive earthquakes which have occurred in recent year's shows that beam to column connection are the main component of force transmission and also play a vital role in stability of structure; such failure of these connections could lead to the destruction of structures. In current study, the behavior of beam to column steel connection with flange plate was studied by using component method. The correctness of results was examined by comparing the moment–rotation curve of beam to column connection with flange plate under monotonic loading which was obtained by component method and experimental method. Studying the result shows that moment–rotation curve which was obtained by component and by experiments method are reasonably close to each other. Therefore, it could be concluded that this component method is an appropriate tool for studying the behavior of this connections.
نمایش نتایج ۱ تا ۲ از میان ۲ نتیجه