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횡보강근량에 따른 대각보강 연결보의 내진거동Seismic Behavior of Diagonally Reinforced Coupling Beams According to the Amount of Transverse Reinforcement
- Other Titles
- Seismic Behavior of Diagonally Reinforced Coupling Beams According to the Amount of Transverse Reinforcement
- Issue Date
- Apr-2019
- Publisher
- 대한건축학회
- Keywords
- 연결보; 대각보강근; 횡보강근; 형상비; 내진거동; Coupling Beam; Diagonal Reinforcement; Transverse Reinforcement; Aspect Ratio; Seismic Behavior
- Citation
- 대한건축학회 2019년도 춘계학술발표대회논문집, v.39, no.1, pp.396 - 397
- Indexed
- OTHER
- Journal Title
- 대한건축학회 2019년도 춘계학술발표대회논문집
- Volume
- 39
- Number
- 1
- Start Page
- 396
- End Page
- 397
- ISSN
- 2287-5786
- Abstract
- Coupling beams with an aspect ratio between 2.0 and 3.5 are commonly used in tall building construction. The objective of this study is to investigate the effect of the amount of transverse reinforcement for diagonally reinforced coupling beam with aspect ratios of 2.0 and 3.5 and the effect of the aspect ratio on the cyclic behavior of diagonally reinforced coupling beams. For this purpose, experimental tests were conducted with seven specimens with different amount of transverse reinforcement. It is observed that the amount of transverse reinforcement significantly affects the strength and deformation capacity of the beams.
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Related Researcher
- Han, Sang Whan
- COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)