지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.9 No.4
- 발행연도
- 2015.12
- 수록면
- 439 - 451 (13page)
이용수
초록· 키워드
오류제보하기
This study analyzed the isolation effect for a 15-story reinforced concrete (RC) building with regard to changes in the beam-column stiffness ratio and the difference in the vibration period between the superstructure and an isolation layer in order to provide basic data that are needed to devise a framework for the design of isolated RC buildings. First, this analytical study proposes to design RC building frames by securing an isolation period that is at least 2.5 times longer than the natural vibration period of a superstructure and configuring a target isolation period that is 3.0 s or longer. To verify the proposed plan, shaking table tests were conducted on a scaled-down model of 15-story RC building installed with laminated rubber bearings. The experimental results indicate that the tested isolated structure, which complied with the proposed conditions, exhibited an almost constant response distribution, verifying that the behavior of the structure improved in terms of usability. The RC building’s response to inter-story drift (which causes structural damage) was reduced by about one-third that of a non-isolated structure, thereby confirming that the safety of such a superstructure can be achieved through the building’s improved seismic performance.
목차
Abstract
1. Introduction
2. Analytical Study
3. Experimental Study
4. Conclusion
References
참고문헌 (18)
참고문헌 신청
[기타자료] - American Society of Civil Engineers / 2010 / Minimum design loads for buildings and other structures / ASCE/SEI 7-10
[기타자료] - Architectural Institute of Korea / 2009 / Korean Building Code and Commentary (KBC)
[학술지(정기간행물)] - Ariga, T. / 2006 / Resonant behaviour of base isolated high-rise buildings under long-period ground motions / Structural Design Tall Special Buildings 15 : 325 ~ 338
[학술지(정기간행물)] - Casciati, F. / 2008 / Modelling the uncertainty in the response of a base isolator / Probabilistic Engineering Mechanics 23 : 427 ~ 437
[기타자료] - China Association for Engineering Construction Standardization / 2001 / Technical specification for seismic-isolation with laminated rubber bearing isolators / CECS126
[기타자료] - Architectural Institute of Korea / 2009 / Korean Building Code and Commentary (KBC)
[학술지(정기간행물)] - Ariga, T. / 2006 / Resonant behaviour of base isolated high-rise buildings under long-period ground motions / Structural Design Tall Special Buildings 15 : 325 ~ 338
[학술지(정기간행물)] - Casciati, F. / 2008 / Modelling the uncertainty in the response of a base isolator / Probabilistic Engineering Mechanics 23 : 427 ~ 437
[기타자료] - China Association for Engineering Construction Standardization / 2001 / Technical specification for seismic-isolation with laminated rubber bearing isolators / CECS126
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