Many buildings close to railway tunnels are built on steel springs or rubber bearings to isolate them from the ground-borne vibration. This base isolation of buildings has been employed since the 1960s and is becoming increasingly common as pressure grows to construct high-quality buildings on existing urban sites.
This paper reviews the practice and theory behind base isolation, and discusses some recent developments in modelling base-isolated buildings with a view to predicting isolation performance.
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References
1.
BeanR., and PageJ. (1976) Traffic induced ground vibration in the vicinity of road tunnels. Transport and Road Research Laboratory Supplementary Report.
2.
HaoH., (2001) Building vibration to traffic-induced ground motion. Building and Environment, Vol. 36, pp. 321–336.
3.
LangJ. (1988) Ground-borne vibrations caused by trams, and control measures. J. Sound and Vibration, Vol. 120, No. 2, pp. 407–412.
4.
HillerD.M., and HopeV.S. (1998) Groundborne vibration generated by mechanized construction activities. Proc. ICE: Geotechnical Engineering, Vol. 131, pp. 223–232.
5.
HecklM., (1996) Structure-borne sound and vibration from rail traffic. J. Sound and Vibration, Vol. 193, No. 1, pp. 175–184.
6.
ORE D151 Specialists' Committee (1982) Effect of vibration on buildings and their occupants – analysis of the literature and commentary. Report No. 4, Question D151: Vibrations transmitted through the ground. Office for Research & Experiments of the International Union of Railways, Utrecht, Netherlands.
7.
NelsonJ.T. (1996) Recent developments in ground-borne noise and vibration control. J. Sound and Vibration, Vol. 193, No. 1, pp. 367–376.
8.
WilsonG.P., (1983) Control of ground-borne noise and vibration. J. Sound and Vibration, Vol. 87, No. 2, pp. 339–350.
9.
ForrestJ.A. (1999) Modelling of ground vibration from underground railways. Ph.D. dissertation, University of Cambridge.
10.
WallerR.A. (1969) Building on Springs. Pergamon Press, Oxford.
11.
SharifA.K. (1999) Dynamic performance investigation of base-isolated structures. Ph.D. dissertation, Imperial College of Science Technology and Medicine.
12.
MuhrA.H. (1992) A comparison of rubber and metal springs for vibration isolation. Plastics, Rubber and Composites Processing and Applications, Vol. 18, pp. 3–7.
13.
WagnerH.G. (2000) Application of steel springs in the support of buildings. Proc. IOA, Vol. 22, No. 2, pp. 221–230.
14.
HueffmanG.K. (1991) Comparison of vibration and structure-borne noise control efficiency of different elastic mounts. Proc. Internoise '91.
15.
GrootenhuisP (1990) Structural elastomeric bearings and resilient seatings. Polymers and Polymer Composites in Construction, Thomas Telford, London, pp. 183–203.
16.
CrockettJ.H.A. (1985) Soil vibration insulation for buildings and structures. Plastics and Rubber Processing and Applications, Vol. 5, No. 3, pp. 267–275.
17.
HensonP., and CharlesJ.G. (1999) The IMAX Cinema, Waterloo, London – An acoustic challenge. Proc. IOA, Vol. 21, No. 6, pp. 171–178.
18.
AndersonD. (1997) Isolation of buildings from railway vibration: A case study. Proc. ICSV5, Adelaide, Australia, Int. Inst. Acoustics and Vibration.
19.
CryerD.P. (1994) Modelling of vibration in buildings with application to base isolation. Ph.D. dissertation, University of Cambridge.
20.
International Standards Organisation (1998) Guidelines for the design and implementation of base isolation systems to attenuate ground borne vibration. Proposed Standard ISO/TC 108/SC 2/WG3.
21.
British Standards Institution (1982) BS 6177: Guide to selection and use of elastomeric bearings for vibration isolation of buildings.
22.
SharifA.K. (2000) Dynamic performance investigation of base-isolated structures. Proc. IOA, Vol. 22, No. 2, pp. 231–238.
23.
NewlandD.E., and HuntH.E.M. (1991) Isolation of buildings from ground vibration: A review of recent progress. Proc. IMechE, Part C: Mechanical Engineering Science, Vol. 205, No. 1, pp. 39–52.
24.
SwallowJ.C. (1986) Modelling of isolation of buildings from ground-borne vibration. Proc. 12th International Conference on Acoustics, Canada.
25.
HuntH.E.M. (1995) Modelling of structures of infinite extent for calculation of vibration transmission, in New Advances in Modal Synthesis of Large Structures, JezequelL. (Ed.), Balkema.
26.
MeadD.J. (1996) Wave propagation in continuous periodic structures: Research contributions from Southampton, 1964–1995. J. Sound and Vibration, Vol. 190, No. 3, pp. 495–524.
27.
BalendraT., (1991) Dynamic response of buildings due to trains in underground tunnels. Earthquake Engineering and Structural Dynamics, Vol. 20, pp. 275–291.
28.
TalbotJ.P., and HuntH.E.M. (2000) On the performance of base-isolated buildings. Building Acoustics, Vol. 7, No.3, pp. 163–178.
29.
ZienkiewiczO.C., and TaylorR.L. (2000) The Finite Element Method Vol. 2: Solid Mechanics (5th Ed.). Butterworth-Heinemann.
30.
ManningC.J. (1990) Air rights buildings. Proc. IOA, Vol. 12, No. 7, pp. 23–30.
31.
ChuaK.H., (1995) Building response due to subway train traffic. Proc. ASCE: J. Geotechnical Engineering Division, pp. 747–754.
32.
Thornely-TaylorR.M. (1999) Modelling of vibration and ground-borne noise from underground railway tunnels by a finite difference method. Proc. ICSV6, Copenhagen, Denmark. Int. Inst. Acoustics and Vibration.
33.
WahT., and CalcoteL.R. (1970) Structural Analysis by Finite Difference Calculus. New York.
34.
CraikR.J.M. (1996) Sound Transmission Through Buildings Using Statistical Energy Analysis. Gower.
35.
TalbotJ.P. (2001) On the performance of base-isolated buildings: A generic model. Ph.D. dissertation, University of Cambridge.
36.
TalbotJ.P., and HuntH.E.M. (2002) The effect of side-restraint bearings on the performance of base-isolated buildings. Proc. IOA, Vol. 24, No. 5.
37.
DominguezJ. (1993) Boundary Elements in Dynamics. Computational Mechanics Publications & Elsevier Applied Science.
38.
ManolisG.D., and DaviesT.G. (1993) Boundary Element Techniques in Geomechanics. Computational Mechanics Publications & Elsevier Applied Science.