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- W63494493 abstract "Publisher SummaryThe use of multiple tuned mass dampers (multi-TMDs) has increased significantly in the recent years in high-rise buildings to improve the control effectiveness and robustness of the buildings. This chapter proposes a general method for analyzing wind-induced random response of tall buildings installed with multi-TMDs in consideration of high order modes of the building and spatial correlation of wind force. The parameter optimization of multi-TMDs for wind-excited vibration control of tall buildings is conducted by means of the genetic algorithm (GA). The chapter finally presents the results of a case analysis involving the application of multi-TMDs in a 50-storey building in Hong Kong. First, the maximum reduction ratio of RMS response increases with the increase of the TMD masses. Second, the reduction ratio of acceleration is always larger than that of displacement. Third, the optimal frequency ratio is not sensitive to the TMD masses. Last, the displacement and acceleration optimizations provide different results in both reduction indices and optimal TMD parameters." @default.
- W63494493 created "2016-06-24" @default.
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- W63494493 date "2002-01-01" @default.
- W63494493 modified "2023-09-27" @default.
- W63494493 title "Parameter optimization of multi-TMDS for windexcited vibration suppression of tall buildings" @default.
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- W63494493 doi "https://doi.org/10.1016/b978-008044100-9/50129-7" @default.
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