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NTIS 바로가기한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.8 no.1 = no.35, 2004년, pp.29 - 37
김진구 (성균관대학교 건축공학과) , 남광희 (성균관대학교 건축공학과)
The overstrength factor and the ductility factor are the two important factors that determine response modification factors used in current seismic codes, In this paper the overstrength and ductility factors of special concentric braced frames are determined by performing pushover analysis of model ...
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