Abstract

Buildings that are located near transportation corridors often experience floor vibrations induced by passing trains or traffic, which causes building owners some concern. In this paper, a mathematical, impedance-based (wave propagation) model is presented for predicting train-induced floor vibrations in buildings. The model analytically predicts velocities, velocity ratios, and impedances. The analytical predictions of the model were compared and validated with the measured floor vibrations in a 4-story scale model building constructed by the writers. These predictions closely mimicked the measured responses. Using the results from the method presented indicate that the vibrations on the upper floors can be mitigated by increasing the thickness of a floor at a lower level in the building. This lower-level floor with the increased thickness is called a blocking floor. The scale model building was tested with and without a blocking floor. The predicted and measured responses of the scale model building using floor slabs with various thicknesses on the first floor are compared. It is concluded that the use of a blocking floor can mitigate the transmission of structure-borne vibration to the upper floors.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The writers would like to thank Dr. Eric E. Ungar of Acentech, Inc., for the initial development of this research. The writers would like to thank former graduate students Cory Brett, Mike Hughes, and Kaitlyn Conroy for their work on the mathematical modeling and floor vibration testing. The writers would like to thank Dr. Babak Moaveni and Dr. Brian Tracey at Tufts University for their advice and concern in this research. Special thanks are given to Stephen J. Fratto, CEE Laboratory Coordinator, for his assistance in building the scale building model. The writers also appreciate Tufts Faculty Research Awards Committee (FRAC) for partial funding of this research.

References

Adam, M., and Estorff, O. V. (2005). “Reduction of train-induced building vibrations by using open and filled trenches.” Comput. Struct. , 83(1), 11–24.
Bahrekazemi, M. (2004). “Train-induced ground vibration and its prediction.” Ph.D. thesis, Royal Institute of Technology, Stockholm, Sweden.
Brett, C. (2007). “Predicting train-induced wave propagation in multi-story buildings.” M.S., Tufts Univ., Medford, MA.
Buhlert, K. J. (1981). “Driving point impedance of thick homogeneous plates in flexure.” J. Sound Vib. , 78(2), 235–245.
Conroy, K. M. (2008). “Vibration transmission through buildings with walls using wave propagation methods.” M.S. thesis, Tufts Univ., Medford, MA.
Cox, S., and Wang, A. (2003). “Effect of track stiffness on vibration levels in railway tunnels.” J. Sound Vib. , 267(3), 565–573.
Cremer, L., Heckl, M., and Ungar, E. E. (1988). Structure borne sound , 2nd Ed., Springer, Berlin.
deSilva, C. (2000). Vibration fundamentals and practice , CRC, Boca Raton, FL.
Ding, D. Y., Liu, W. N., Gupta, S., Lombaert, G., and Degrande, G. (2010). “Prediction of vibration from underground trains on Beijing metro line 15.” J. Cent. South Univ. Technol. , 17(5), 1109–1118.
Gupta, S., Liu, W. F., Degrande, G., Lombaert, G., and Liu, W. N. (2008). “Prediction of vibrations induced by underground railway traffic in Beijing.” J. Sound Vib. , 310(3), 608–630.
Hanson, C. E., Towers, D. A., and Meister, L. D. (2006). “Transit noise and vibration impact assessment.” Rep. FTA-VA-90-1003-06, Federal Transit Administration, Washington, DC.
Hughes, M. (2008). “Testing and modeling of vertical vibration propagation in a scale model building.” M.S. thesis, Tufts Univ., Medford, MA.
Ju, S. H. (2007). “Finite element analysis of structure-borne vibration from high-speed train.” J. Soil Dyn. Earthquake Eng. , 27(3), 259–273.
Kirchhoff, G. R. (2009). “Uber das gleichgewicht und bewegung einer elastischen scheibe.” J. Reine Angew. Math. , 1850(40), 51–88.
Kirzhner, F., Rosenhouse, G., and Zimmels, Y. (2006). “Attenuation of noise and vibration caused by underground trains, using soil replacement.” Tunn. Undergr. Space Technol. , 21(5), 561–567.
Korkmaz, K. A., Ay, Z., Keskin, S. N., and Ceditoglu, D. (2010). “Investigation of traffic-induced vibrations on masonry buildings in Turkey and countermeasures.” J. Vib. Control , 17(1), 3–10.
Lee, D.-G., Ahn, S.-K., and Kim, J. (2000). “An efficient modeling technique for floor vibration in multi-story buildings.” Struct. Eng. Mech. , 10(6), 603–619.
Lu, Y., and Tan, Y. (2010). “Mitigation of building responses to DDC impacts by soft and stiff wave barriers.” J. Vib. Control , 17(2), 259–277.
Martin, D. J., Nelson, P. M., and Hill, R. C. (1978). “Measurement and analysis of traffic-induced vibrations in buildings.” TRRL Supplementary Rep. 402, Transport and Road Research Laboratory, Crowthorne, U.K.
Sanayei, M., Brett, C. R., Zapfe, J. A., Ungar, E. E., and Hines, E. M. (2008). “Predicting train-induced vibrations in multi-story buildings.” Proc., ASCE Structures Congress, ASCE, New York.
Sanayei, M., Maurya, P., Zhao, N., and Moore, J. A. (2012). “Impedance modeling: An efficient modeling method for prediction of building floor vibrations.” Proc., ASCE Structures Congress, New York.
Sanayei, M., Zhao, N., Maurya, P., Moore, J. A., Zapfe, J. A., and Hines, E. M. (2011). “Impedance modeling for prediction of train induced floor vibrations.” Proc., ASCE Structures Congress, ASCE, New York.
Sharif, A. K. (2000). “Dynamic performance investigation of base isolated structures.” Proc. Inst. Acoust. , 22(2), 231–238.
Trochides, A. (1991). “Ground-borne vibrations in buildings near subways.” Appl. Acoust. , 32(4), 289–296.
With, C., Bahrekazemi, M., and Bodare, A. (2009). “Wave barrier of lime–cement columns against train-induced ground-borne vibrations.” Soil Dyn. Earthquake Eng. , 29(6), 1027–1033.
Xia, H., Chen, J., Wei, P., Xia, C., De Roeck, G., and Degrande, G. (2009). “Experimental investigation of railway train-induced vibrations of surrounding ground and a nearby multi-story building.” Earthquake Eng. & Eng. Vib. , 8(1), 137–148.
Yang, Y. B., Hung, H. H., and Hsu, L. C. (2007). “Ground vibrations due to underground trains considering soil-tunnel interaction.” Interact. Multiscale Mech. , 1(1), 157–175.
Zhai, W., He, Z., and Song, X. (2010). “Prediction of high-speed train induced ground vibration based on train-track ground system model.” Earthquake Eng. Eng. Vib. , 9(4), 545–554.
Zhao, N. (2009). “Mitigation of train-induced floor vibrations using a blocking floor in a scale model building.” M.S. thesis, Tufts Univ., Medford, MA.
Zhao, N., Sanayei, M., Moore, J. A., Zapfe, J. A., and Hines, E. M. (2010). “Mitigation of train-induced floor vibrations in multi-story buildings using a blocking floor.” Proc., ASCE Structures Congress, ASCE, New York.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 138Issue 10October 2012
Pages: 1181 - 1192

History

Received: Jun 30, 2011
Accepted: Dec 16, 2011
Published ahead of production: Dec 21, 2011
Published in print: Oct 1, 2012
Published online: Dec 21, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Masoud Sanayei, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155 (corresponding author). E-mail: [email protected]
Ningyu Zhao [email protected]
Structural Designer, China Sinogy Electric Engineering Co. Ltd., No.1715 North Zhongshan Rd., Shanghai 200061, China; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155. E-mail: [email protected]
Pradeep Maurya, A.M.ASCE [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155. E-mail: [email protected]
James A. Moore [email protected]
Supervisory Consultant, Acentech Inc., 33 Moulton St., Cambridge, MA 02138. E-mail: [email protected]
Jeffrey A. Zapfe [email protected]
Director, Noise & Vibration Group, Acentech Inc., 33 Moulton St., Cambridge, MA 02138. E-mail: [email protected]
Eric M. Hines, M.ASCE [email protected]
Professor of Practice, Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share