چکیده مقاله
Steel bending resisting systems have been the most suitable systems from the architect point of view,due to the merits of producing open paces which is of high importance in the first story usable for shopping centers Such architectural limitation usually do not need to be considered in upper stories and any type of resisting other system such as CBF or EBF could practically be used Existing two different systems in a frame could affect on the seismic parameters In this paper such effect on the ductility factor , displacement modification factor Cd and reduction factor is studied and seismically assessed The comparison of the obtained results with Those of credible codes constitutes the last part of the paper
کلیدواژهها
نویسندگان
A. Nicknam
Department of Civil Engineering Iran University of Science and Technology, Narmak,
A. Yazdani
Department of Civil Engineering Iran University of Science and Technology, Narmak,
A.Soltanie
A. Nicknam Department of Civil Engineering Iran University of Science and Technology, Narmak, A. Yazdani Department of Civil Engineering Iran University of Science and Technology, Narmak,
شیوه ارجاع
A. Nicknam, and A. Yazdani, and A.Soltanie, ,1382,Seismic Assessment of Steel Structures With EBF System in Upper Stories and MRF system in the First Story,6th International Conference on Civil Engineering,Isfahan
ارائهشده در
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