Behavior of Shear Link of WF Section with Diagonal Web Stiffener of Eccentrically Braced Frame (EBF) of Steel Structure
نویسندگان
چکیده
منابع مشابه
Assessment of Seismic Behavior of Eccentrically Braced Frame with Double Vertical Link (dv-ebf)
This paper is an experimental study on the behavior of vertical shear link in the single and double configurations. There have been three specimens selected for examining the effects of different details .The first specimen was an I section with no stiffener, while the second specimen composed of I section with stiffeners designed according to AISC 2005. Third specimens were composed of two I s...
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ژورنال
عنوان ژورنال: ITB Journal of Engineering Science
سال: 2010
ISSN: 1978-3051
DOI: 10.5614/itbj.eng.sci.2010.42.2.1