강섬유 보강 철근콘크리트 연결보의 변형능력 평가Evaluation of Deformability of Steel Fiber Reinforced Concrete Coupling Beams
- Other Titles
- Evaluation of Deformability of Steel Fiber Reinforced Concrete Coupling Beams
- Authors
- 김진성; 최창식
- Issue Date
- Apr-2019
- Publisher
- 대한건축학회
- Keywords
- 연결보; 강섬유; 변형능력; Coupling Beams; Steel Fiber; Deformability
- Citation
- 대한건축학회 2019년도 춘계학술발표대회논문집, v.39, no.1, pp.392 - 393
- Indexed
- OTHER
- Journal Title
- 대한건축학회 2019년도 춘계학술발표대회논문집
- Volume
- 39
- Number
- 1
- Start Page
- 392
- End Page
- 393
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/147947
- ISSN
- 2287-5786
- Abstract
- If coupling beams have large deformation capacity, excellent seismic performance of the structure can be expected when the lateral force such an earthquake acts. Steel fiber reinforced concrete has a crack control effect due to the cross-linking action of the steel fiber and tensile strength and shear strength of concrete are increased, so it can replace part of shear reinforcement. These advantages can be expected in the ductile behavior of steel fiber reinforced members. In this study, the cyclic lateral loading tests were performed to evaluate the deformability of steel fiber reinforced concrete coupling beams.
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