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NTIS 바로가기韓國鋼構造學會 論文集 = Journal of Korean Society of Steel Construction, v.19 no.6 = no.91, 2007년, pp.575 - 585
최영환 (서울시립대학교 건축공학과) , 김강수 (서울시립대학교 건축공학과) , 최성모 (서울시립대학교 건축공학과) , 이상섭 (한국건설기술연구원 건축구조.재료 연구실)
In this study, a new design equation was presented for square CFTs with high-strength concrete subjected to axial compression and bending. In a previous study, a design equation for square CFTs with normal strength concrete was proposed. A parametric study by fiber analysis was performed taking the ...
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