Abstract
Based on the residential buildings adjacent to the metro line in Shanghai, the self-vibration frequency of cast-in-place and prefabricated boards was calculated with the energy method and a numerical model was validated with the finite element method. Results show that the self-vibration frequency of different support slabs calculated by theoretical calculation is approximately similar to that by the numerical simulation, which proves the correctness of the results obtained from the theoretical formula. And according to the analysis results of the self-vibration frequency of different supports, whether the floor vibration caused by people’s discomfort really originates from the urban traffic vibration is verified. Calculation and the verification method of the self-vibration frequency of different supports can provide the basis for the vibration control and vibration isolation of the floor.
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Acknowledgements
This work is supported by the National Natural Science Fund (51708450), China Postdoctoral Science Foundation Project (2018M643702), Basic Research Project of Natural Science in Shaanxi Province (2018JQ5169), Shananxi Provincial Postdoctoral Foundation Project(2018BSHEDZZ22), Ph.D. Research Start-up Project (107-451115002) and School-level Scientific Research Project (2016CX025).
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The residential buildings in the paper are measured with the permission of the owners.
The residential buildings were accessed for the present study. In articles [4,5,6,7], the author of this paper measured and simulated the residential building.
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Xia, Q., Qu, Wj., Li, Yq., Sun, Yn. (2020). Determination of Environmental Vibration Source Based on Natural Frequency of Different Bearing Slabs. In: Tutumluer, E., Chen, X., Xiao, Y. (eds) Advances in Environmental Vibration and Transportation Geodynamics. Lecture Notes in Civil Engineering, vol 66. Springer, Singapore. https://doi.org/10.1007/978-981-15-2349-6_7
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DOI: https://doi.org/10.1007/978-981-15-2349-6_7
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