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Rackwitz-Fiessler 변환법을 사용한 합성기둥의 신뢰성 해석The Reliability-Based Assessment for Steel-Concrete Composite Columns using the Rackwitz-Fiessler Transformation Method
- Other Titles
- The Reliability-Based Assessment for Steel-Concrete Composite Columns using the Rackwitz-Fiessler Transformation Method
- Issue Date
- 2003
- Publisher
- 대한건축학회
- Keywords
- reliability-based analysis; steel-concrete composite column; Rackwitz-Fiessler transformation method; safety factorreliability index; reliability-based analysis; steel-concrete composite column; Rackwitz-Fiessler transformation method; safety factorreliability index; 신뢰성 해석; 합성기둥; Rackwitz-Fiessler 변환법; 안전계수; 신뢰성지수
- Citation
- 대한건축학회논문집 구조계, v.19, no.12, pp.89 - 96
- Journal Title
- 대한건축학회논문집 구조계
- Volume
- 19
- Number
- 12
- Start Page
- 89
- End Page
- 96
- ISSN
- 1226-9107
- Abstract
- The strength of a steel-concrete composite column is affected by variations in the strengths of concrete and steel, the cross-sectional dimensions of concrete and steel section, the placement of steel section and reinforcing bars, the strength model itself, and so on. With these several variables, the strength which has been acquired by using Rackwitz-Fiessler transformation method will be analyzed and compared with the strength by reinforced-concrete criteria and limit state design(LSD) criteria. The strength statistics suggested in this study will be useful for future evaluation of probability-based resistance factors for the strengths of the composite columns or the composite beam-columns.
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Collections - College of Architecture > Architecture Major > 1. Journal Articles
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