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CLC number: U231; TB533.2

On-line Access: 2011-06-27

Received: 2011-04-03

Revision Accepted: 2011-08-18

Crosschecked: 2011-09-08

Cited: 9

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Citations:  Bibtex RefMan EndNote GB/T7714

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Journal of Zhejiang University SCIENCE A 2011 Vol.12 No.10 P.782-793

http://doi.org/10.1631/jzus.A1100088


Metro train-induced vibrations on historic buildings in Chengdu, China


Author(s):  Meng Ma, Valéri Markine, Wei-ning Liu, Yang Yuan, Feng Zhang

Affiliation(s):  School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; more

Corresponding email(s):   mameng_02231250@163.com

Key Words:  Traffic vibrations, Historic buildings, Vibration prediction, Numerical simulation


Meng Ma, Valéri Markine, Wei-ning Liu, Yang Yuan, Feng Zhang. Metro train-induced vibrations on historic buildings in Chengdu, China[J]. Journal of Zhejiang University Science A, 2011, 12(10): 782-793.

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author="Meng Ma, Valéri Markine, Wei-ning Liu, Yang Yuan, Feng Zhang",
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%@ 1673-565X
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%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1100088

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T1 - Metro train-induced vibrations on historic buildings in Chengdu, China
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A1 - Valéri Markine
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A1 - Yang Yuan
A1 - Feng Zhang
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Y1 - 2011
PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.A1100088


Abstract: 
In this paper, the vibration influence on a monument caused by Chengdu Subway Line 2 is analyzed. Due to its elaborate and unique design, both structural and architectural damages should be avoided. First, the allowable root mean square (RMS) velocity at the foundation of the monument is derived and a site measurement is performed to obtain the background vibrations induced by road traffic. In addition, a train-track coupled model and 3D tunnel-soil-structure coupled finite element models are built to predict the dynamic response of the monument. Prediction models are checked by site measurement in Beijing Subway Line 5. Different kinds of fasteners and train speeds are compared and discussed as well. Results show that: (1) At a train speed of 72 km/h, all the traffic vibrations exceed the low limit no matter what kind of fastener is used, which is mainly due to the contribution of road traffic. Slowing down train speeds can cause effective vibration attenuation; (2) Vibrations drop dramatically with the train speed from 65 to 58 km/h. When the train speed is lower than 58 km/h, vibrations are lower than allowable value even if the contribution of road traffic is considered.

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1]Bata, M., 1971. Effects on buildings of vibrations caused by traffic. Building Science, 6(4):221-246.

[2]Bazaco, M., Montoya, F., Alvarez, V., Arroyo, F., Arnaiz, S., 1995. Traffic induced vibrations in historic buildings. Case of study: Palacio de Sta. Cruz of Valladolid. WIT on Built Environment, 15:109-118.

[3]Chiostrini, S., Marradi, A., Vignoli, A., 1995. Evaluation of traffic-induced vibrations in historic buildings: the case of the “Galleria Vasariana’’ in Florence. WIT on Built Environment, 17:69-76.

[4]Clemente, P., Rinaldis, D., 1998. Protection of a monumental building against traffic-induced vibrations. Soil Dynamics & Earthquake Engineering, 17(5):289-296.

[5]Crispino, M., D’Apuzzo, M., 2001. Measurement and prediction of traffic-induced vibrations in a heritage building. Journal of Sound & Vibration, 246(2):319-335.

[6]Ding, D.Y., Gupta, S., Liu, W.N., Lombaert, G., Degrande, G., 2010. Prediction of vibrations induced by trains on line 8 of Beijing metro. Journal of Zhejiang University SCIENCE A (Applied Physics & Engineering), 11(4):280-293.

[7]Ellis, P., 1987. Effects of traffic vibration on historic buildings. Science of The Total Environment, 59(4):37-45.

[8]Esveld, C., Markine, V.L., 2006. Assessment of high-speed slab track design. European Railway Review, 12(6):55-62.

[9]GB/T 50452-2008. Technical Specifications for Protection of Historic Buildings Against Man-Made Vibration. China Building Industry Press, Beijing (in Chinese).

[10]Grassie, S.L., 1984. Dynamic Modelling of Railway Track and Wheelsets. Proceedings of the 2nd International Conference on Recent Advances in Structural Dynamics, Southampton, p.681-698.

[11]Heckl, M., Hauck, G., Wettschureck, R., 1996. Structure-borne sound and vibration from rail traffic. Journal of Sound & Vibration, 193(1):175-184.

[12]Jia, Y.X., 2009. Study on Analytical Model of Coupled Vehicle & Track and Effect to Environment by Metro Train-Induced Vibrations. PhD Thesis, Beijing Jiaotong University, Beijing, China (in Chinese).

[13]Jia, Y.X., Liu, W.N., Liu, W.F., Zhang, H.G., 2008. Study of Vibration Effects on Historic Buildings Due to Moving Trains in Beijing. 9th International Symposium on Environmental Geotechnology and Global Sustainable Development, Hongkong, p.492-499.

[14]Kok, A.W.M., 1995. Lumped Pulses and Discrete Displacements. PhD Thesis, Delft University of Technology, Delft, the Netherlands.

[15]Kurzweil, L.G., 1979. Ground-borne noise and vibration from underground rail systems. Journal of Sound and Vibration, 66(3):363-370.

[16]Lei, J., Zhao, C.H., He, X.D., Yuan, M.W., 2009. A Study on Mitigating Environment Vibration Hazards in Metropolis. 5th Association of Pacific Rim Universities Research Symposium, Taipei, p.44-45.

[17]Liu, W.F., Liu, W.N., Jia, Y.X., Zhang, H.G., 2007. Study on Effect on Ming Dynasty’s City Wall Due to Train Induced Vibration’s in Beijing. 3nd International Symposium on Environmental Vibration, Taipei, p.229-234.

[18]Ma, M., Liu, W.N., Ding, D.Y., Sun, X.J., 2009. Vibration Impacts on Adjacent Heritage Buildings Induced by Metro Trains. 4th International Symposium on Environmental Vibration, Beijing, Science Press, China, p.394-399.

[19]Markine, V.L., Esveld, C., 2007. Assessment of High-Speed Slab Track Design. Proceedings of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press, Stirlingshire, UK.

[20]Markine, V.L., de Man, A.P., Toropov, V.V., Esveld, C., 2000. Optimization of Railway Structure Using Multipoint Approximations Based on Response Surface Fitting (MARS). Proceedings of the 8th AIAA/USAF/NASA/ ISSMO Symposium on Multidisciplinary Analysis and Optimization, Long Beach, California.

[21]Markine, V.L., Zwarthoed, J.M., Esveld, C., 2001. Use of Numerical Optimisation in Railway Slab Track Design. Proceedings of the 3rd ASMO UK/ISSMO Conference, North Yorkshire, UK.

[22]Markine, V.L., de Man, A.P., Esveld, C., 2003. Identification of Dynamic Properties of a Railway Track. Proceedings of the IUTAM Symposium on Field Analyses for Determination of Material Parameters-Experimental and Numerical Aspects, Kiruna, Sweden.

[23]Pau, A., Vestroni, F., 2008. Vibration analysis and dynamic characterization of the Colosseum. Structural Control and Health Monitoring, 15(8):1105-1121.

[24]Remington, P.J., Kurzweil, L.G., 1987. Low-Frequency Noise and Vibrations from Trains. Nelson, P.M. (Ed.), Transportation Noise, Butterworth & Co. Ltd., London.

[25]Sanò, T., de Sortis, A., Rinaldis, D., 1998. Experimental and Numerical Study on Traffic-Induced Soil Vibrations. International Conference on Noise and Vibration, Leuven, Belgium.

[26]Steenbergen, M.J.M.M., 2008. Wheel-Rail Interaction at Short-Wave Irregularities. PhD Thesis, Delft University of Technology, Delft, the Netherlands.

[27]Wang, J.W., 2006. Testing study on Dynamic Properties of Sand Pebble Soil in Sichuan. MS Thesis, Southwest University of Science and Technology, Mianyang, China (in Chinese).

[28]Zhang, C.Y., 2002. The analysis of rock mass fatigue effect under vibration environment in Luoyang Longmen Grottoes. Acta Scientiarum Naturalium Universitatis Pekinensis, 38(6):809-816 (in Chinese).

[29]Zienkiewicz, O.C., Taylor, R.L., 1988. The Finite Element Method (4th Ed.). Mc Graw Hill, London.

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