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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2018.1
- 수록면
- 361 - 367 (7page)
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This study investigates the seismic performance of a hybrid seismic energy dissipation device composed of a viscoelastic damper and a steel slit damper connected in parallel. A moment-framed structure is designed without seismic load and is retrofitted with the hybrid dampers. The model structure is transformed into an equivalent simplified system to find out optimum story-wise damper distribution pattern using genetic algorithm. The effectiveness of the hybrid damper is investigated by fragility analysis of the structure with and without the dampers. The analysis results show that after seismic retrofit the probability of reaching damage states, especially the complete damage state, of the structure turn out to be significantly reduced.
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등록된 정보가 없습니다.
참고문헌 (5)
참고문헌 신청
Marshall JD / 2012 / Seismic response of steel frame structures with hybrid passive control systems / Earthquake Engineering & Structural Dynamics 41(4):715~733
Seyed Mehdi Zahrai / 2015 / Using friction dampers in retrofitting a steel structure with masonry infill panels / Steel and Composite Structures, An International Journal 19(2):309~325
Xu Z / 2016 / Study on intelligent vibration isolation and mitigation of the platform by using MR and VE devices / Journal of Aerospace Engineering 29(4):1~10
Chan RWK / 2008 / Experimental study of slit damper for passive energy dissipation / Engineering Structures 30(4):1058~1066
Cornell CA / 2002 / The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines / Journal of Structural Engineering 128(4):526~533
Seyed Mehdi Zahrai / 2015 / Using friction dampers in retrofitting a steel structure with masonry infill panels / Steel and Composite Structures, An International Journal 19(2):309~325
Xu Z / 2016 / Study on intelligent vibration isolation and mitigation of the platform by using MR and VE devices / Journal of Aerospace Engineering 29(4):1~10
Chan RWK / 2008 / Experimental study of slit damper for passive energy dissipation / Engineering Structures 30(4):1058~1066
Cornell CA / 2002 / The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines / Journal of Structural Engineering 128(4):526~533
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