내진성능 예비평가를 위한 철근콘크리트 기둥의 유효전단응력도 제안Effective Shear Stress of Reinforced Concrete Columns for Preliminary Evaluation of Seismic Performance
- Other Titles
- Effective Shear Stress of Reinforced Concrete Columns for Preliminary Evaluation of Seismic Performance
- Authors
- 이상현; 김태완; 유은종; 김태진; 김승진; 안충원
- Issue Date
- Apr-2012
- Publisher
- 대한건축학회
- Keywords
- 철근콘크리트 기둥; 유효전단응력도; 내진성능; 예비평가
- Citation
- 대한건축학회논문집 구조계, v.28, no.4, pp.29 - 36
- Indexed
- KCI
- Journal Title
- 대한건축학회논문집 구조계
- Volume
- 28
- Number
- 4
- Start Page
- 29
- End Page
- 36
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/165886
- ISSN
- 1226-9107
- Abstract
- In this study, effective shear stress of reinforced concrete(RC) column is presented for preliminary evaluation of seismic performance of the existing RC moment frame. First, the default values of material strength according to construction year is proposed, which can be used for preliminary evaluation before field investigation. The shear strength of a RC column is evaluated by using Japanese code, ACI 318, and FEMA 356. Failure mode of the RC column and corresponding shear stress are obtained by comparing the shear and flexural strengths. The shear strength of RC column can be simply calculated by using the proposed table, which provides shear strength with regard to construction year, clear height, and depth of the RC column.
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