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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.22 No.4
- 발행연도
- 2016.1
- 수록면
- 915 - 935 (21page)
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초록· 키워드
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Steel systems composed of Reinforced Concrete column to Steel beam connection (RCS) have been raised as a structural system in the past few years. The optimized combination of steel-concrete structural elements has the advantages of both systems. Through beam and through column connections are two main categories in RCS systems. This study includes finite-element analyses of mentioned connection to investigate the seismic performance of RCS connections. The finite element model using ABAQUS software has been verified with experimental results of a through beam type connection tested in Taiwan in 2005. According to verified finite element model a parametric study has been carried out on five RCS frames with different types of lateral restraint system. The main objective of this study is to investigate the forming of plastic hinges, distribution of stresses, ductility and stiffness of these models. The results of current research showed good performance of composite systems including concrete column-steel beam in combination with steel shear wall and bracing system, are very desirable. The results show that the linear stiffness of models with X bracing and steel shear wall increase remarkably and their ultimate strength increase about three times rather than other RCS frames.
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참고문헌 (20)
참고문헌 신청
Abaqus / 2010 / Abaqus analysis user’s manual, Version 6.10, Dassault Systems
2010 / AISC 360-10, Specification for Structural Steel Buildings
Alizadeh, S. / 2013 / The seismic performance of new detailing for RCS connections / J. Construct. Steel Res. 91:76~88
Mohammad Bazzaz / 2012 / Evaluation of the seismic performance of off-centre bracing system with ductile element in steel frames / Steel and Composite Structures, An International Journal 12(5):445~464
Mohammad Bazzaz / 2015 / Numerical comparison of the seismic performance of steel rings in off-centre bracing system and diagonal bracing system / Steel and Composite Structures, An International Journal 19(4):917~937
2010 / AISC 360-10, Specification for Structural Steel Buildings
Alizadeh, S. / 2013 / The seismic performance of new detailing for RCS connections / J. Construct. Steel Res. 91:76~88
Mohammad Bazzaz / 2012 / Evaluation of the seismic performance of off-centre bracing system with ductile element in steel frames / Steel and Composite Structures, An International Journal 12(5):445~464
Mohammad Bazzaz / 2015 / Numerical comparison of the seismic performance of steel rings in off-centre bracing system and diagonal bracing system / Steel and Composite Structures, An International Journal 19(4):917~937
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