콘크리트충전 각형강관 Beam Column의 내력 제안식 ( The Formula Suggestion of Concrete Filled Tube Beam-Column Strength )
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The objective of this study is to suggest the formula of
concrete filled tube strength of beam-column by using of
numerical analysis and tests. The formual of LRFD and
Limit State Design of KOREA underestimate the concrete
filled tube strength from numerical and experimental results.
Coefficient is used to evaluate the beam-column strength
to apply to the Limit State Design code of KOREA. The effect
are compared with numerical analysis results.