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Title |
Behavior Evaluation on the Non-symmetric Composite Column for Unit Modular Frames
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Authors |
박금성(Keum-Sung Park) ; 이상섭(Sang-Sup Lee) ; 배규웅(Kyug-Woong Bae) ; 문지호(Ji-Ho Moon) |
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DOI |
https://doi.org/10.11112/jksmi.2019.23.1.36 |
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Keywords |
복합모듈러 ; 절곡성형 ; 비대칭단면 ; 기둥-보 접합부 ; 구조성능 Hybrid modular ; Press forming ; Asymmetric cross section ; Column-beam to connection ; Structural performance |
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Abstract |
The purpose of this study is to evaluate the structural performance of press-formed type asymmetric column to beam connections of steel-PC composite module frames. Most of the column sections of the joints making up the modular frame use a closed square steel section. The column-beam connection using the closed column section has difficulty in reducing the workability and securing the fire resistance. In order to overcome this disadvantage, concrete is filled in the asymmetrical open type cross section of the steel plate by press forming. A total of four specimens were fabricated to investigate the structural performance of press formed type asymmetric column to beam connections. The experimental results show that the structural performance and behavior of the asymmetric columns are different depending on whether the asymmetric column cross section is composited or the column width thickness ratio. The structural performance of the press formed type asymmetric column to beam connection was evaluated by comparing the experimental results with the theoretical formulas.
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