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지반특성과 지진지역에 따른 보통모멘트골조의 내진성능평가Seismic Performance Evaluation of Three-story OMRCF according to Different Seismic Zones and Soil Types
- Other Titles
- Seismic Performance Evaluation of Three-story OMRCF according to Different Seismic Zones and Soil Types
- Issue Date
- Jul-2006
- Publisher
- 대한건축학회
- Keywords
- Concrete Structures; Performance Evaluation; Base Shear; Capacity Spectrum Method; 콘크리트 구조; 이력 평가; 밑면 전단력; 능력스펙트럼법; Concrete Structures; Performance Evaluation; Base Shear; Capacity Spectrum Method
- Citation
- 대한건축학회논문집 구조계, v.22, no.7, pp.19 - 25
- Indexed
- KCI
- Journal Title
- 대한건축학회논문집 구조계
- Volume
- 22
- Number
- 7
- Start Page
- 19
- End Page
- 25
- ISSN
- 1226-9107
- Abstract
- The purpose of this study is to evaluate the seismic performance of Ordinary Moment Resisting Concrete Frames(OMRCF) which is designed and detailed in compliance with ACI 318(1999). Based on the test results of 3-story OMRCF, this study adopts capacity spectrum method to evaluate the seismic performance of the frame. The capacity curve was obtained from the experimental results of the 3-story OMRCF and the demand curve was established using the earthquake ground motions recorded at various stations with different soil conditions. Evaluation results show that the 3-story OMRCF can resist seismic loads of all seismic zones, 1, 2A, 2B, 3, and 4 with soil type SA and SB. For soil type SC, the specimen is satisfactory in seismic zone 1, 2A, 2B, and 3. For soil type SD, the OMRCF was only valid for seismic zone 1 and 2A.
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Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
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Related Researcher
- Han, Sang Whan
- COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)