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  • 學位論文

以有效單層樓進行多層樓雙向平面不對稱建築中的黏滯性阻尼器之最佳化配置

Optimal Placement of Viscous Dampers in Two-way Asymmetric-Plan Buildings by using the Effective One-story Buildings

指導教授 : 蔡克銓

摘要


無資料

並列摘要


To characterize the supplemental damping in buildings is essential for practicing engineers to understand the resultant effect of the added damping. It is straightforward to characterize the overall system parameters representing the amount and the plan-wise distribution of the supplemental damping in single-story asymmetrical building. Nevertheless, this becomes a difficult task for multi-story two-way asymmetric-plan buildings. At first, this paper deals with this task. This research proposed a method to characterize the supplemental damping in two-way asymmetric-plan buildings. This thesis shows that we can obtain those properties from the effective one-story building (EOSB). Secondly, an approach for optimizing the placement of linear viscous dampers in two-way asymmetric-plan buildings was proposed by calculating the frequency response functions of the EOSB. This proposed approach was verified by investigating some numerical example buildings.

參考文獻


[1] Chopra, A.K. and Goel, R.K., (2004) “A modal pushover analysis procedure to estimate seismic demands for un-symmetric-plan buildings”, Earthquake Engineering and Structural Dynamics, 33: 903-927.
[2] Lin, J. L. and Tsai, K. C., "Simplified seismic analysis of asymmetric building systems", Earthquake Engineering and Structural Dynamics, Vol.36 pp.459-479, 2007.
[3] Lin, J.L. and Tsai, K.C., "Seismic analysis of two-way asymmetric building systems under bi-directional seismic ground motions", Earthquake Engineering and Structural Dynamics, 37: 305-328, 2008.
[4] Lin, J. L. and Tsai, K. C., "Simplified seismic analysis of one-way asymmetric elastic systems with supplemental damping", Earthquake Engineering and Structural Dynamics, Vol.36 pp.783-800, 2007.
[6] Wen-Hsiung Lin and Anil K. Chopra., "Understanding and predicting effects of supplemental viscous damping on seismic response of asymmetric one-storey systems", Earthquake Engineering and Structural Dynamics, Vol.30 pp.1475-1494, 2001.

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