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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2011.2
- 수록면
- 9 - 14 (6page)
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초록· 키워드
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Currently, the multi-residential apartments used in Korea are mostly bearing wall apartments which don"t satisfy consumers for the lack of architectural plan flexibility. And due to remodelling-incompatible, bearing wall apartments have to be reconstructed. It is, thus, necessary to develop multi-residential apartments utilizing composite beam that can replace the conventional bearing wall-type apartment buildings. Composite beams proposed in this paper ensure modification of space and quality control, while the floor heights are maintained at the same floor height as in bearing wall structures.
This study analyzes the experimental behavior of composite beams with proper combination of structural steel, reinforced concrete, and precast concrete. By comparing with the theoretical analysis and experimental results, the accuracy of flexural moment capacity and neutral axis was evaluated. The experiments were performed by two simply-supported specimens using loading and unloading. When the analysis results were compared with the experimental results, the flexural moment capacity of the composite beam was shown with an error of approximately -0.5 to 0.1% at the maximum load limit state.
This study analyzes the experimental behavior of composite beams with proper combination of structural steel, reinforced concrete, and precast concrete. By comparing with the theoretical analysis and experimental results, the accuracy of flexural moment capacity and neutral axis was evaluated. The experiments were performed by two simply-supported specimens using loading and unloading. When the analysis results were compared with the experimental results, the flexural moment capacity of the composite beam was shown with an error of approximately -0.5 to 0.1% at the maximum load limit state.
목차
Abstract
1. 서론
2. 실험 개요
3. 이론적 해석
4. 실험 결과
5. 결론
참고문헌
참고문헌 (8)
참고문헌 신청
AISC / 2002 / Seismic Provisions for Structural Steel Building / American Institute of Steel Construction
R. Park / 1975 / Reinforced Concrete Structures / JOHN WILEY & SONS
W.K. Hong / 2010 / Composite Beam Composed of Steel and Pre-cast Concrete.(Modularized Hybrid System, MHS) Part I: Experimental Investigation / Structural Design of Tall and Special Buildings 19(3):275~289
W.K. Hong / 2009 / COMPOSITE BEAM COMPOSED OF STEEL AND PRE-CAST CONCRETE. (MODULARIZED HYBRID SYSTEM, MHS) PART II: ANALYTICAL INVESTIGATION / STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS 18:891~905
W.K. Hong / 2010 / Composite Beam Composed of Steel and Pre-cast Concrete.(Modularized Hybrid System, MHS) Part III: Application for a 19 story Building / Structural Design of Tall and Special Buildings 19(6):679~706
R. Park / 1975 / Reinforced Concrete Structures / JOHN WILEY & SONS
W.K. Hong / 2010 / Composite Beam Composed of Steel and Pre-cast Concrete.(Modularized Hybrid System, MHS) Part I: Experimental Investigation / Structural Design of Tall and Special Buildings 19(3):275~289
W.K. Hong / 2009 / COMPOSITE BEAM COMPOSED OF STEEL AND PRE-CAST CONCRETE. (MODULARIZED HYBRID SYSTEM, MHS) PART II: ANALYTICAL INVESTIGATION / STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS 18:891~905
W.K. Hong / 2010 / Composite Beam Composed of Steel and Pre-cast Concrete.(Modularized Hybrid System, MHS) Part III: Application for a 19 story Building / Structural Design of Tall and Special Buildings 19(6):679~706
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UCI(KEPA) : I410-ECN-0101-2014-600-002676809