ENERGY DISSIPATION PERFORMANCE OF BRACED MOMENT FRAMES FOCUSING ON BRACE FRACTURE
نویسندگان
چکیده
منابع مشابه
Tubular Brace Member Connections in Braced Steel Frames
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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: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 2011
ISSN: 1881-8153,1340-4202
DOI: 10.3130/aijs.76.1337