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묶음 대각철근을 적용한 철근콘크리트 연결보의 이력거동 평가Cyclic Behavior of Reinforced Concrete Coupling Beams with Bundled Diagonal Reinforcement
- Other Titles
- Cyclic Behavior of Reinforced Concrete Coupling Beams with Bundled Diagonal Reinforcement
- Issue Date
- May-2014
- Publisher
- 한국지진공학회
- Keywords
- Coupling beam; Coupled shear wall; Bundled diagonal reinforcement; Hysteretic behavior; Seismic performance
- Citation
- 한국지진공학회논문집, v.18, no.3, pp.117 - 124
- Indexed
- KCI
- Journal Title
- 한국지진공학회논문집
- Volume
- 18
- Number
- 3
- Start Page
- 117
- End Page
- 124
- ISSN
- 1226-525X
- Abstract
- Diagonal reinforced coupling beam of coupled shear walls can provide sufficient strength and stiffness to resist lateral force. However, thereinforcement details for coupling beams required by ACI 318 (2011) are difficult to construct because of the reinforcement congestion andconfined interior area. This study presents experimental results about the seismic performance of coupling beams having bundleddiagonal reinforcement to improve the workability. Experiments were conducted using half scaled precast coupling beams having anaspect ratio of 2.0. It was observed that the bundled diagonal reinforced coupling beams can develop seismic performance similar to thecoupling beams with requirement details specified in ACI 318 (2011).
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Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
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Related Researcher
- Han, Sang Whan
- COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)