چکیده مقاله
The conventional type of Steel Plate Shear Wall SPSW consists of a steel plate which connected to the surrounding frame The separation of steel plate from columns is a useful idea developed in order to reduce of column's and foundation's lateral transferred overturning moments This paper discussed, pushover analyses on the girder supported panels subjected to monotonic in plan shear by finite element method To avoid plate's edges tearing and increase its strength, use of two vertical stiffeners at the ends of plate has been investigated The most important parameters such as frame aspect ratio, plate width to thickness ratio, covering area of the plate to frame ratio and the dimension of stiffeners in this system have been investigated As conclusion, behavior of this type of SPSW was comprised with the classic type to find and publish the different aspects, and therefore, appropriate behavior of this system has been studied, specially for rehabilitation and retrofitting the existing buildings and damaged structures
کلیدواژهها
نویسندگان
Jafar Asgari Marnani
Assistant professor – Islamic Azad University, Central Tehran branch
Amin Ghafoorypour
Assistant professor – Islamic Azad University, Central Tehran branch, UAE Dubai Branch
Marzieh Sartipi
M Sc student in structural engineering – Islamic Azad University, Central Tehran branch
شیوه ارجاع
Asgari Marnani, Jafar and Ghafoorypour, Amin and Sartipi, Marzieh,1391,Effect of the girder-supported steel plate on SPSW’s seismic behavior,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
مجموعه مقالات نهمین کنگره بین الملی مهندسی عمران19 اردیبهشت 1391 · اصفهان