철근콘크리트 기둥의 2축 휨강도에 영향을 미치는 변수고찰
- Title
- 철근콘크리트 기둥의 2축 휨강도에 영향을 미치는 변수고찰
- Other Titles
- An Evaluation of Influencing Parameters on Biaxial Bending Moment Strength of Reinforced Concrete Colums
- Author
- 신성우
- Keywords
- high strength concrete; biaxial bending; load contour; design constant
- Issue Date
- 2003-04
- Publisher
- 한국구조물진단학회
- Citation
- 한국구조물진단유지관리공학회 논문집 v. .7, no. 2, page. 239-246
- Abstract
- In the PCA 1ιad Contour Method. the biaxial bending design coefficient of colurnns(ß) is
based on the equivalent rectangu1ar stress block (RSB). And coefficient of ß estirnates the
reinforcement index to be a influencing parameter on biaxial moment s\rength of RC co1umns
without considering the arbitrary condition of bar arrangement. The experimental resu1ts of
high strength concrete (HSC) colurnns subjected to combined axial load and biaxial bending
moment were compared \0 the analysis results of RSB method
As result. the accuracy of RSB method is still acceptab1e for HSC co1urnns and. as the
reinforcement is placed densely in each corner of colurnn section. the ß is decreased‘
- URI
- http://db.koreascholar.com/article.aspx?code=264520https://repository.hanyang.ac.kr/handle/20.500.11754/155296
- ISSN
- 2234-6937; 2287-6979
- Appears in Collections:
- COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
- Files in This Item:
There are no files associated with this item.
- Export
- RIS (EndNote)
- XLS (Excel)
- XML