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강섬유를 사용한 철근콘크리트 보-기둥 접합부의 내진 성능Earthquake-Resistant Capacity of Reinforced Concrete Beam-Column Joints with Steel Fiber
- Other Titles
- Earthquake-Resistant Capacity of Reinforced Concrete Beam-Column Joints with Steel Fiber
- Issue Date
- 2009
- Publisher
- 대한건축학회
- Keywords
- 보-기둥 접합부; 내진성능; 강섬유 혼입율; 연성; 주기하중; Beam-Column Joint; Earthquake-Resistant Capacity; Volume Ratio of Steel Fiber; Ductility; Cyclic Load
- Citation
- 대한건축학회논문집 구조계, v.25, no.04, pp.51 - 60
- Journal Title
- 대한건축학회논문집 구조계
- Volume
- 25
- Number
- 04
- Start Page
- 51
- End Page
- 60
- ISSN
- 1226-9107
- Abstract
- This paper deals with the earthquake-resistant capacity of reinforced concrete beam-column joints with steel fiber. Eight beam-column joint specimens (including control specimen) were experimentally evaluated to determine improvements in earthquake-resistant capacity. Test parameters in this experimental study are concrete compressive strength (24, 59 MPa) and volume ratio of steel fiber (0, 0.3, 0.6, 1%). RC beam-column joint specimens were tested under reversed lateral cyclic load. Considering concrete compressive strength and volume ratio of steel fiber, maximum strength, initial stiffness, shear strength and energy dissipation capacity of test specimens were evaluated. The results show that the earthquake-resistant capacity of specimens with steel fiber improve than that of specimen without steel fiber. and we did compare experiment results with ACI352R-02 and Tang`s equation
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