r - The Hong Kong Polytechnic University

REFERENCES
Bi, K., Hao, H. and Ren, W. (2010). “Response of a frame structure on a canyon site to spatially varying ground
motions”, Structural Engineering and Mechanics, 36(1), 111-127.
Bi, K., and Hao, H. (2010). “Influence of irregular topography and random soil properties on coherency loss of
spatial seismic ground motions”, Earthquake Engineering and Structural Dynamics (published online).
Bischoff, P.H. and Perry, S.H. (1995). “Impact behaviour of plain concrete loaded in uniaxial compression”,
Journal of Engineering Mechanics, 121(6), 685-693.
Chouw, N. and Hao, H. (2005). “Study of SSI and non-uniform ground motion effects on pounding between
bridge girders”, Soil Dynamics and Earthquake Engineering, 23, 717-728.
Chouw, N. and Hao, H. (2008). “Significance of SSI and non-uniform near-fault ground motions in bridge
response I: Effect on response with conventional expansion joint”, Engineering Structures, 30(1), 141-153.
Chouw, N., Hao, H. and Su, H. (2006). “Multi-sided pounding response of bridge structures with non-linear
bearings to spatially varying ground excitation”, Advances in Structural Engineering, 9(1), 55-66.
Deodatis, G. (1996). “Non-stationary stochastic vector processes: seismic ground motion applications”,
Probabilistic Engineering Mechanics, 11(3), 149-167.
Der Kiureghian, A. (1980). “Structural response to stationary excitation”, Journal of Engineering Mechanics,
106, 1195-1213.
Der Kiureghian, A. (1996). “A coherency model for spatially varying ground motions”, Earthquake Engineering
and Structural Dynamics, 25(1), 99-111.
DesRoches, R. and Muthukumar, S. (2002). “Effect of pounding and restrainers on seismic response of
multi-frame bridges”, Journal of Structural Engineering (ASCE), 128(7), 860-869.
Hao, H., Oliveira, C.S. and Penzien, J. (1989). “Multiple-station ground motion processing and simulation based
on SMART-1 Array data”, Nuclear Engineering and Design, 111, 293-310.
Jankowski, R., Wilde, K. and Fujino, Y. (1998). “Pounding of superstructure segments in isolated elevated
bridge during earthquakes”, Earthquake Engineering and Structural Dynamics, 27, 487-502.
Jankowski, R., Wilde, K. and Fujino, Y. (2000). “Reduction of pounding effects in elevated bridges during
earthquakes”, Earthquake Engineering and Structural Dynamics, 29, 195-212.;
Liao, S., Zerva, A. and Stephenson, W.R. (2007). “Seismic spatial coherency at a site with irregular subsurface
topography”, Proceedings of Sessions of Geo-Denver, Geotechnical Special Publication, 1-10.
Lou, L. and Zerva, A. (2005). “Effects of spatially variable ground motions on the seismic response of a skewed,
multi-span, RC-highway bridge”, Soil Dynamics and Earthquake Engineering, 25, 729-740.
Malhotra, P.K. (1998). “Dynamics of seismic pounding at expansion joints of concrete bridges”, Journal of
Engineering Mechanic, 124(7), 794-802.
Ruangrassamee, A. and Kawashima, K. (2001). “Relative displacement response spectra with pounding effect”,
Earthquake Engineering and Structural Dynamics, 30(10), 1511-1538.
Saxena, V., Deodatis, G. and Shinozuka, M. (2000). “Effect of spatial variation of earthquake ground motion on
the nonlinear dynamic response of highway bridges”, Proceeding of 12th World Conference on Earthquake
Engineering, Auckland, New Zealand.
Shinozuka, M.(1972). “Monte Carlo solution of structural dynamics”, Computers and Structures, 2, 855-874.
Shinozuka, M. and Jan, C.M. (1972). “Digital simulation of random processes and its applications”, Journal of
Sound and Vibration, 25(1), 111-128.
Shinozuka, M. and Deodatis, G. (1988). “Stochastic process models for earthquake ground motion”,
Probabilistic Engineering Mechanics, 3(3), 114-123.
Sobczky, K. (1991). Stochastic Wave Propagation, Kluwer Academic Publishers, Netherlands.
Somerville, P.G., McLaren, J.P., Sen, M.K. and Helmberger, D.V. (1991). “The influence of site conditions on
the spatial incoherence of ground motions”, Structural Safety, 10(1), 1-13.
Tajimi, H. (1960). “A statistical method of determining the maximum response of a building structure during an
earthquake”, Proceeding of 2nd World Conference on Earthquake Engineering, Tokyo, Japan, 781-796.
Wolf, J.P. (1985). Dynamic Soil-structure Interaction, Englewood Cliffs, NJ, USA.
Zanardo, G., Hao, H. and Modena, C. (2002). “Seismic response of multi-span simply supported bridges to
spatially varying earthquake ground motion”, Earthquake Engineering and Structural Dynamics, 31(6),
1325-1345.
Zerva, A., and Zervas, V. (2002). “Spatial variation of seismic ground motions: An overview”, Applied
Mechanics Reviews, 56(3), 271-297.
Zhu, P., Abe, M. and Fujino, Y. (2002). “Modelling three-dimensional non-linear seismic performance of
elevated bridges with emphasis on pounding of girders”, Earthquake Engineering and Structural Dynamics,
31, 1891-1913.
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