چکیده مقاله
Steel plate shear wall with vertical slits is a new lateral resisting system LRS created to resist seismic loads with high energy dissipation as damper, potential for architectural flexibility, and seismic retrofitting possibilities This paper makes an effort to present Strategy to design slit configuration with more efficiency The main properties of the models studied by using finite element analysis FEA such as lateral strength, stiffness and stress distribution of specimens Results indicate that without changing the panel’s property i e , material or dimensions , stiffness and strength can be fine tune by changing values of α and β slit configuration , in other words, by changing the slit design
کلیدواژهها
نویسندگان
Yousef Nejati yade
Graduate sutdent of university of sisan and balochestan
Mohammad reza Gasemi
Associate profosser of university of sistan and balochestan
Ramin Vaghei
graduate student shahroud universiy of technology
شیوه ارجاع
Nejati yade, Yousef and Gasemi, Mohammad reza and Vaghei, Ramin,1391,STUDY ON SLIT STEEL SHEAR WALL,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
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