Building Response due to Subway Train Traffic
Publication: Journal of Geotechnical Engineering
Volume 121, Issue 11
Abstract
There are several existing methods for determining groundborne vibrations in buildings due to subway train traffic that are essentially based on empirically derived relationships. These methods are not able to handle buildings with unique foundations in unusual geological conditions with reasonable accuracy. The case in this study, which comprises a four-story podium block enclosing twin double-box tunnels within the confines of its ribbed-wall foundations, presents such a situation. In contrast, this paper presents a more accurate approach, which employs the finite-element method and is capable of modeling the complicated subway-soil-structure interaction problem. Furthermore, an analytical model is incorporated to provide the train-loading input. For verification, in situ measurements were taken, both at the tracks and within the building. The analytical results obtained showed reasonable conformity with the measurements taken.
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References
1.
Booker, J. R., and Small, J. C.(1981). “Finite element analysis of problems with infinitely distant boundaries.”Int. J. Numerical and Analytical Methods in Geomech., 5, 345–368.
2.
Chow, Y. K.(1985). “Accuracy of consistent and lumped viscous dampers in wave propagation problems.”Int. J. Numerical Methods in Engrg., 21, 723–732.
3.
Chua, K. H. (1986). “Groundborne noise and vibrations in a building due to mass rapid transit train passbys,” MEng. thesis, Nat. Univ. of Singapore, Singapore.
4.
Chua, K. H., Balendra, T., and Lo, K. W.(1992). “Groundborne vibrations due to trains in tunnels.”J. Earthquake Engrg. and Struct. Dynamics, 21, 445–460.
5.
Clough, R. W., and Penzien, J. (1979). Dynamics of structures . McGraw-Hill Book Co., New York, N.Y.
6.
Drnevich, V. P., Hardin, B. O., and Shippy, D. J. (1978). “Modulus and damping of soils by the resonant column method.”ASTM Spec. Tech. Publ., 654, ASTM, Philadelphia, Pa.
7.
“Guide to the evaluation of human exposure to vibration in buildings (draft).” (1981). ANSI S3.29-198x, Am. Nat. Standards Inst., New York, N.Y.
8.
Gutierrez, J. A. (1976). “A substructure method for earthquake analysis of structure soil interaction.”Rep. No. EERC 76-9, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
9.
Hardin, B. O., and Music, J. (1965). “Apparatus for vibration of soil specimens during the triaxial test.”ASTM Spec. Tech. Publ., 392, ASTM, Philadelphia, Pa., 55–74.
10.
Hu, W. Y., and Wang, T. L. (1981). “Shear moduli and damping of cohesive soils under earthquake loads.”Proc., Int. Conf. on Recent Adv. in Geotech. Earthquake Engrg. and Soil Dynamics.
11.
Jones, R. (1962). Non-destructive testing of concrete . Cambridge Univ. Press, London, England.
12.
Kraemer, S. (1984). “Noise and vibration in buildings from underground railway lines,” PhD thesis, Univ. of London, London, England.
13.
Kurzweil, L. G.(1979). “Groundborne noise and vibration from underground rail systems.”J. Sound and Vibration, 66, 363–370.
14.
Kurzweil, L. G., and Ungar, E. E. (1982). “Prediction of noise and vibration in buildings near the New York City Subway.”Proc., Inter-noise 82, 213–216.
15.
Lang, J. (1976). “Measures against airborne and structure-borne noise in the Vienna Subway.”Proc., Inter-noise 76, 309–314.
16.
Lee, S. L., Hulme, T. W., Lo, K. W., Tan, T. S., Koh, C. G., and Chia, S. L. (1990). “Vibrations of a floating slab track system.”Proc., 10th Southeast Asian Geotech. Conf., 419–424.
17.
Lysmer, J. (1979). “Analytical procedures in soil dynamics.”Proc., Specialty Conf. on Earthquake Engrg. and Soil Dynamics. J. Geotech. Engrg. Div., ASCE, New York, N.Y.
18.
Mathews, P. M.(1959). “Vibrations of a beam on elastic foundation II.”ZAMP, 39, 13–19.
19.
Molenkamp, F., and Smith, I. M.(1980). “Hysteretic and viscous material damping.”Int. J. Numerical and Analytical Methods in Geomech., 4, 293–311.
20.
Pollard, M. (1962). “Power spectra of track roughness.”British Railways Rep.
21.
Richart, F. E. Jr.(1975). “Some effects of dynamic soil properties on soil-structure interaction.”J. Geotech. Engrg. Div., ASCE, 101(12), 1193–1240.
22.
Saurenman, H. J., Nelson, J. T., and Wilson, G. P. (1982). “Handbook of urban rail noise and vibration control.”Final Rep. UMTA-MA-06-0099-82-1, Wilson, Ihrig and Assoc.
23.
Ungar, E. E., and Bender, E. K. (1975). “Vibrations produced in buildings by passage of subway trains; parameter estimation for preliminary design.”Proc., Inter-noise 75, 491–498.
24.
White, W., Valliappan, S., and Lee, I. K.(1977). “Unified boundary for finite dynamic models.”J. Engrg. Mech. Div., ASCE, 103(5), 949–964.
25.
Wilson, G. P. (1971). “Noise and vibration characteristics of high speed transit vehicles.”Tech. Rep. OST-ONa-71-7.
26.
Wu, T. H. (1971). Soil dynamics . McGraw-Hill Publishing Co., New York, N.Y.
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Copyright © 1995 American Society of Civil Engineers.
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Published online: Nov 1, 1995
Published in print: Nov 1995
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