سال انتشار: ۱۳۹۰

محل انتشار: ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله

تعداد صفحات: ۸

نویسنده(ها):

Hossein Yousefpour – PhD Student, University of Texas at Austin, Austin, USA,
Abdolreza S. Moghadam – Assistant Professor, IIEES, Tehran, Iran,
Rasoul Mirghaderi – Assistant Professor, University of Tehran, Tehran, Iran
Mohammad Yousefpour – M.Sc, Amirkabir University of Technology, Tehran, Iran

چکیده:

tunnel -form building having a load carrying system composed of RC shear walls and slabs only have gained workdwide popularity due to observed seismic safety in most earthquakes and also constructional benefits the speed and econmy their contruction procedure provides have made them of the most favorite choices for mass residential buildign construction since having such a good experience of using this construction method researches have conducted little research particularlyabout these structures which are currently considered as safe , dependable systems that can be designed using code defined values and parameters for conventional shear walls.