会议专题

STOCHASTIC OPTIMUM DESIGN OF LINEAR TUNED MASS DAMPERS FOR SEISMIC PROTECTION OF HIGH TOWERS

This work deals with the design optimization of tuned mass damper (TMD) devices used for mitigating vibrations in high-rise towers subjected to seismic accelerations. The effectiveness of the vibration control strategy is evaluated by expressing the objective function in terms of the reduction factors of the structural displacement and absolute acceleration. The mechanical characteristics of the tuned mass damper represent the design variables. Analyses of sensitivities are carried out by varying the input and structural parameters in order to assess the efficiency of the TMD strategy.

TMD structural optimization random vibrations

G.C. Marano R. Greco

Department of Environmental Engineering and Sustainable Development, Technical University of Bari, V Department of Civil Engineering and Architecture, Technical University of Bari, Via Oraboma, 4, Bari

国际会议

14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

北京

英文

2008-10-12(万方平台首次上网日期,不代表论文的发表时间)