Earthquake-Induced Collapse Risk and Loss Assessment of Steel Concentrically Braced Frames
نویسندگان
چکیده
منابع مشابه
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Response modification factor (R-factor) is one of the seismic design parameters to consider nonlinear performance of building structures during strong earthquake. Relying on this, many seismic design codes led to reduce earthquake loads imposed to the structure. The present paper tries to evaluate the R-factors of conventional concentric braced frames (CBFs) and special moment frames (MRFs) in ...
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ژورنال
عنوان ژورنال: Key Engineering Materials
سال: 2018
ISSN: 1662-9795
DOI: 10.4028/www.scientific.net/kem.763.90