Titlebook: Advances in Environmental Vibration and Transportation Geodynamics; Proceedings of ISEV Erol Tutumluer,Xiaobin Chen,Yuanjie Xiao Conferenc

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ne in a city is selected as the test object, as well as a straight-line section. During the in situ test, the same tram is used to run repeatedly at different speeds, and the measured data of ground vibration and noises inside and outside the tram are obtained. The test results show that: (1) The gr

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were set, and a model was tested to analyze different geometric parameters of vibration-isolated piles. The results show the following. When the ratio of the pile length to the wavelength is between 1.024 and 1.125, an increase in the pile length has less effect on the vibration isolation effect. W

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obnoxious

amnesia

云狀

ves as the input excitation, and the parameters of the model were calibrated by the measured vibration response. Through numerical analysis, it is studied that metro train-induced vibrations and their influences on existing masonry building from two aspects—one is the vibration level changing with t

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