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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2019.1
- 수록면
- 109 - 117 (9page)
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초록· 키워드
오류제보하기
n this study, a design procedure for the practical application of the dampers to building structures under earthquake loads was presented by using earthquake response spectrum. Nonlinear time history results using a 10 story building structure installed with damper verified the effectiveness of the proposed procedure by showing that the structural response could be reduced to the target performance level for seismic loads. Since the proposed design procedures are based on response spectrum seismic analysis result of the original structure, the capacity, location and the number of damper and the consequent response reduction effects can be preliminarily determined without performing the nonlinear time history analysis.
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참고문헌 (9)
참고문헌 신청
Kasai K / 2003 / Peak response prediction rule for a SDOF elasto-plastic system based on equivalent linearization technique / Journal of Structural Constructure Engineering 571:53~62
Filiatrault A / 1990 / Seismic design spectra for friction-damped structures / Journal of Structural Engineering 116(5):1334~1355
이상현 / 2005 / 건축구조물의 층전단력 분포에 기초한 마찰감쇠기의 최적설계 / 한국지진공학회논문집 9(6):21~30
Miguel LFF / 2016 / Simultaneous optimization of force and placement of friction dampers under seismic loading / Engineering Optimization 48(4):582~602
Nabid N / 2017 / A practical method for optimum seismic design of friction wall dampers / Earthquake Spectra
Filiatrault A / 1990 / Seismic design spectra for friction-damped structures / Journal of Structural Engineering 116(5):1334~1355
이상현 / 2005 / 건축구조물의 층전단력 분포에 기초한 마찰감쇠기의 최적설계 / 한국지진공학회논문집 9(6):21~30
Miguel LFF / 2016 / Simultaneous optimization of force and placement of friction dampers under seismic loading / Engineering Optimization 48(4):582~602
Nabid N / 2017 / A practical method for optimum seismic design of friction wall dampers / Earthquake Spectra
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