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Structural Resistance of SRC Column-Steel Beam Joint Developed for Innovative Construction of Buildings

Journal of Iron and Steel Research International 2011年第S1期18卷 924-928页

作者： Seo Soo-yeon Yun Hyun-Do Kim Seung-hun Dept.of Architectural Engineering Chungju National UniversityChungjuKorea Dept.of Architectural Engineering Chungnam National UniversityDaejeonKorea Dept.of Architectural Engineering Hanbat National UniversityDaejeonKorea

This paper presents an experimental study investigating factors influencing the effective width of steel reinforced concrete (SRC) column-steel beam joints of building in order to calculate its resisting *** 1/2 scaled interior SRC column-steel beam joint specimens were made with considering parameters such as beam flange width,beam depth and SRC column *** directional increasing moment was applied to the joint by acting forces to each ends of beam and the structural behavior of joint was *** previous design method suggested by Deierlein was reviewed and a modified equation was proposed from the analysis of test *** result indicated that the equation to calculate the effective width in Deierlein’s design method didn’t consider effectively the influence caused by the variation of beam depth so that a modified equation was suggested and the validation of it was confirmed in this paper.

关键词： SRC column-steel beam joint effective width flange width beam depth

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Structural Resistance of SRC Column-Steel Beam Joint Developed for Innovative Construction of Buildings

Structural Resistance of SRC Column-Steel Beam Joint Develop...

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第六届国际低合金高强度钢会议

作者： Seo Soo-yeon Yun Hyun-Do Kim Seung-hun (Dept.of Architectural Engineering Chungju National UniversityChungjuKorea Dept.of Architectural Engineering Chungnam National UniversityDaejeonKorea Dept.of Architectural Engineering Hanbat National UniversityDaejeonKorea

＜正＞This paper presents an experimental study investigating factors influencing the effective width of steel reinforced concrete（SRC）column-steel beam joints of building in order to calculate its resisting *** 1/2 scaled interior SRC column-steel beam joint specimens were made with considering parameters such as beam flange width, beam depth and SRC column *** directional increasing moment was applied to the joint by acting forces to each ends of beam and the structural behavior of joint was *** previous design method suggested by Deierlein was reviewed and a modified equation was proposed from the analysis of test *** result indicated that the equation to calculate the effective width in Deierlein’s design method didn’t consider effectively the influence caused by the variation of beam depth so that a modified equation was suggested and the validation of it was confirmed in this paper.

关键词： SRC column-steel beam joint effective width flange width beam depth

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