| 李春祥,刘艳霞.地震作用下高层钢结构MTMD控制参数取值及优化设计研究[J].计算力学学报,2001,18(3):305~311 |
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| 地震作用下高层钢结构MTMD控制参数取值及优化设计研究 |
| Researches on the optimum parameters and design of multiple tuned mass dampers for tall steel structures under earthquake |
| 修订日期：1999-12-10 |
| DOI：10.7511/jslx20013062 |
| 中文关键词: 地震 MTMD系统 高层钢结构 优化设计 |
| 英文关键词:earthquake,MTMD system,tall steel structures,optimum parameters,optimum design |
| 基金项目:中国博士后科学基金资助项目 |
| 李春祥 刘艳霞 |
| [1]上海交通大学建筑工程与力学学院，上海200030 [2]同济大学土木工程学院，200092 |
| 摘要点击次数: 1647 |
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| 中文摘要: |
| 本文对地震作用下结构－MTMD系统的动力特性及优化设计进行了探讨，通过数值分析研究了MTMD系统各设计参数间的关系，给出了MTMD系统最优参数取建设，提出了MTMD系统优化设计及结构－MTMD系统优化设计方法，最后，算例说明了本文方法的应用及MTMD对结构地震反应控制的有效性。 |
| 英文摘要: |
| Discussion on the dynamic characteristics and optimum design of the structure-MTMD system under earthquake is made in the present paper. With resorting to numerical analysis, the research is carried out on the relationship among the design parameters of MTMD. The suggestion selecting the optimum parameters of MTMD is given. The design approaches for both the MTMD and structure-MTMD system under earthquake are proposed. Eventually, the numerical simulation for a 25-storey steel structure is conducted to demonstrate the application of the proposed method and effectiveness of MTMD in the mitigation of the seismic response of structures. |
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