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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.11 No.2
- 발행연도
- 2017.6
- 수록면
- 285 - 300 (16page)
이용수
초록· 키워드
오류제보하기
This study investigates the seismic performance of a staggered wall structure designed with conventional strength based design, and compares it with the performance of the structure designed by capacity design procedure which ensures strong column-weak beam concept. Then the seismic reinforcement schemes such as addition of interior columns or insertion of rotational friction dampers at the ends of connecting beams are validated by comparing their seismic performances with those of the standard model structure. Fragility analysis shows that the probability to reach the dynamic instability is highest in the strength designed structure and is lowest in the structure with friction dampers. It is also observed that, at least for the specific model structures considered in this study, R factor of 5.0 can be used in the seismic design of staggered wall structures with proposed retrofit schemes, while R factor of 3.0 may be reasonable for standard staggered wall structures.
목차
Abstract
1. Introduction
2. Application of Energy Dissipation Devices in Shear Wall Structures
3. Seismic Performance of Staggered Wall Structures
4. Capacity Design Procedure
5. Seismic Retrofit Schemes for Staggered Wall Structures
6. Seismic Safety of the Model Structures
7. Response of Structures Designed with Higher R Factor
8. Conclusions
References
참고문헌 (32)
참고문헌 신청
ACI 318. (2014). Building code requirements for structural concrete (318-14) and commentary. Farmington Hills, MI: American Concrete Institute.
AISC. (2010). Seismic provisions for structural steel buildings, AISC 341-10. Chicago: American Institute of Steel Construction.
ASCE 41-13. (2013). Seismic Rehabilitation of Existing Buildings. Reston: American Society of Civil Engineers.
ASCE 7-13. (2013). Minimumdesign loads for buildings and other structures. Reston: American Society of Civil Engineers.
ATC-19. (1995). Structural response modification factors. Redwood City, CA: Applied Technology Council.
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