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- W2365202380 abstract "Based on the annoyance rate(AR) model and combined with the national codes,the AR curves as well as the vertical and lateral AR permissible value about the vibration of pedestrian bridges suitable for the application of engineerings are put forward here.Furthermore,the dynamic analysis for the pedestrian bridge of Yunjin Road in Nanjing is carried out by using Midas,and the evaluation for the comfort of the bridge is conducted combined with the AR curves.The AR curves of vertical vibration,lateral vibration and vertical-lateral coupling vibration are calculated separately,then it is obtained that the dynamic performance of the bridge is poor.Through using the tuned mass damper(TMD) to control the vibration of the bridge,it is shown that the vibration-damping level is obvious,and the AR value after damping could meet the requirement of the comfort proposed here." @default.
- W2365202380 created "2016-06-24" @default.
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- W2365202380 date "2013-01-01" @default.
- W2365202380 modified "2023-09-28" @default.
- W2365202380 title "Study on Pedestrian Bridge's Vibration Comfort Evaluation Based on Annoyance Rate" @default.
- W2365202380 hasPublicationYear "2013" @default.
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