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논문 기본 정보

자료유형
학술저널
저자정보
Lou, Menglin (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University) Zong, Gang (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University) Niu, Weixin (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University) Chen, Genda (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Department of Civil, Architectural and Environmental Engineering, University of Missouri-Rolla) Cheng, Franklin Y. (Department of Civil, Architectural and Environmental Engineering,University of Missouri-Rolla)
저널정보
테크노프레스 Structural engineering and mechanics : An international journal Structural engineering and mechanics : An international journal 제24권 제3호
발행연도
2006.1
수록면
275 - 290 (16page)

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In this paper, the performance of a tuned liquid damper (TLD) in suppressing the seismic response of buildings is investigated with shake table testing of a four-story steel frame model that rests on pile foundation. The model tests were performed in three phases with the steel frame structure alone, the soil and pile foundation system, and the soil-foundation-structure system, respectively. The test results from different phases were compared to study the effect of soil-structure interaction on the efficiency of a TLD in reducing the peak response of the structure. The influence of a TLD on the dynamic response of the pile foundation was investigated as well. Three types of earthquake excitations were considered with different frequency characteristics. Test results indicated that TLD can suppress the peak response of the structure up to 20% regardless of the presence of soils. TLD is also effective in reducing the dynamic responses of pile foundation.

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