제목콘크리트충전강관(CFT)의 공칭부착강도와 저항계수 연구2018-10-30 15:34
카테고리합성구조
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첨부파일KSSC_4_2017_06_21.pdf (552.9KB)

콘크리트충전강관(CFT)의 공칭부착강도와 저항계수 연구


 A Study on Nominal Bond Strength and Resistance Factor for Concrete Filled Steel Tubes 

Based on Database of Experimental Test


김 승 원1)* 

Kim, Seung Weon


ABSTRACT:The current code requires that the shear connectors should be provided, based on the distribution of the 

design value of longitudinal shear, where this exceeds the design shear strength. The load and the resistances 

specified by KBC 2016 are based on probabilistic concept. In this study, the nominal strength and the resistance factor 

of shear strength for the concrete filled steel tube was studied considering statistical characteristic analyzed from 

database of experimental data.