1 |
Chouw, N. and Hao, H. (2005), "Study of SSI and non-uniform ground motion effects on pounding between bridge girders", Soil Dyn. Earthq. Eng., 25(10), 717-728.
DOI
ScienceOn
|
2 |
Chouw, N. and Hao, H. (2008), "Significance of SSI and non-uniform near-fault ground motions in bridge response II: Effect on response with modular expansion joint", Eng. Struct., 30(1), 154-162.
DOI
ScienceOn
|
3 |
Der Kiureghian, A. (1980), "Structural response to stationary excitation", J. Eng. Mech., 106, 1195-1213.
|
4 |
Der Kiureghian, A. (1996), "A coherency model for spatially varying ground motions", Earthq. Eng. Struct. D., 25(1), 99-111.
DOI
|
5 |
Dumanoglu, A.A. and Soyluk, K. (2002), "Response of cable-stayed bridge to spatially varying seismic excitation", Proceedings of the 5th International Conference on Structure Dynamics, Munich.
|
6 |
Dumanoglu, A.A. and Soyluk, K. (2003), "A stochastic analysis of long span structures subjected to spatially varying ground motions including the site-response effect", Eng. Struct., 25(10), 1301-1310.
DOI
ScienceOn
|
7 |
Hao, H. (1989), "Effects of spatial variation of ground motions on large multiply-supported structures", Report No. UCB/EERC-89-06, University of California at Berkeley, Berkeley, CA.
|
8 |
Hao, H. (1993), "Arch responses to correlated multiple excitations", Earthq. Eng. Struct. D., 22(55), 389-404.
DOI
|
9 |
Harichandran, R.S. and Wang, W. (1990), "Response of indeterminate two-span beam to spatially varying seismic excitation", Earthq. Eng. Struct. D., 19(2), 173-187.
DOI
|
10 |
Jankowski, R., Wilde, K. and Fujino, Y. (2000), "Reduction of pounding effects in elevated bridges during earthquakes", Earthq. Eng. Struct. D., 29(2), 195-212.
DOI
ScienceOn
|
11 |
Hao, H. and Chouw, N. (2006), "Modeling of earthquake ground motion spatial variation on uneven sites with varying soil conditions", Proceedings of the 9th International Symposium on Structural Engineering for Young Experts, Fuzhou & Xiamen, August.
|
12 |
Loh, C.H. and Yeah, Y.T. (1988), "Spatial variation and stochastic modelling of seismic differential ground movement", Earthq. Eng. Struct. D., 16(4), 583-596.
DOI
|
13 |
Hao, H. (1994), "Ground-motion spatial variation effects on circular arch responses", J. Eng. Mech., 120(11), 2326-2341.
DOI
ScienceOn
|
14 |
Hao, H. (1998), "A parametric study of the required seating length for bridge decks during earthquake", Earthq. Eng. Struct. D., 27(1), 91-103.
DOI
ScienceOn
|
15 |
Hao, H. and Duan, X.N. (1995), "Seismic response of asymmetric structures to multiple ground motions", J. Struct. Eng., 121(11), 1557-1564.
DOI
ScienceOn
|
16 |
Hao, H. and Duan, X.N. (1996), "Multiple excitation effects on response of symmetric buildings", Eng. Struct., 18(9), 732-740.
DOI
ScienceOn
|
17 |
Hao, H., Oliveira, C.S. and Penzien, J. (1989), "Multiple station ground motion processing and simulation based on SMART-1 data", Int. J. Nucl. Eng. Des., 111(3), 293-310.
DOI
ScienceOn
|
18 |
Hao, H. and Zhang, S. (1999), "Spatial ground motion effect on relative displacement of adjacent building structures", Earthq. Eng. Struct. D., 28(4), 333-349.
DOI
ScienceOn
|
19 |
Aki, K. and Richards, P.G. (1980), Quantitative Seismology Theory and Methods, W.H. Freeman and Company, San Francisco.
|
20 |
Abrahamson, N.A., Schneider, J.F. and Stepp, J.C. (1991), "Empirical spatial coherency functions for application to soil-structure interaction analyses", Earthq. Spectra, 7, 1-27.
|
21 |
Ruiz, P. and Penzien, J. (1969), "Probabilistic study of the behaviour of structures during earthquakes", Report No. UCB/EERC-69-03, University of California at Berkeley, Berkeley, CA.
|
22 |
Bolt, B.A., Loh, C.H., Penzien, J. Tsai, Y.B. and Yeah, Y.T. (1982), "Preliminary report on the SMART-1 strong motion array in Taiwan", Report No. UCB/EERC-82-13, University of California at Berkeley, Berkeley, CA.
|
23 |
Zembaty, Z. and Rutenburg, A. (2002), "Spatial response spectra and site amplification effect", Eng. Struct., 24(11), 1485-1496.
DOI
ScienceOn
|
24 |
Zerva, A. (1990), "Response of multi-span beams to spatially incoherent seismic ground motion", Earthq. Eng. Struct. D., 19, 819-832.
DOI
|
25 |
Monti, G., Nuti, C. and Pinto, E. (1996), "Nonlinear response of bridges to spatially varying ground motion", J. Struct. Eng., 122, 1147-1159.
DOI
ScienceOn
|
26 |
Rosset, J.M. (1977), "Soil amplification of earthquakes", Numerical Methods in Geotechnical Engineering, New York, McGraw-Hill.
|
27 |
Safak, E. (1995), "Discrete-time analysis of seismic site amplification", J. Eng. Mech., 121(7), 801-809.
DOI
ScienceOn
|
28 |
Sextos, A.G., Kappos, A.J. and Patilakis, K.D. (2003a), "Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil-structure interaction phenomena. Part 1: Methodology and analytical tools", Earthq. Eng. Struct. D., 32(4), 607-627.
DOI
ScienceOn
|
29 |
Tajimi, H. (1960), "A statistical method of determining the maximum response of a building structure during a earthquake", Proceedings of 2nd World Conference on Earthquake Engineering, Tokyo.
|
30 |
Wolf, J.P. (1985), Dynamic Soil-structure Interaction, Prentice-Hall, New Jersey.
|
31 |
Harichandran, R.S. and Vanmarcke, E.H. (1986), "Stochastic variation of earthquake ground motion in space and time", J. Eng. Mech., 112(2), 154-174.
DOI
ScienceOn
|
32 |
Harichandran, R.S. and Wang, W. (1988), "Response of simple beam to spatiality varying earthquake excitation", J. Eng. Mech., 114, 1526-1541.
DOI
ScienceOn
|
33 |
Ates, S., Dumanoglu, A.A. and Bayraktar, A. (2005), "Stochastic response of seismically isolated highway bridges with friction pendulum systems to spatially varying earthquake ground motions", Eng. Struct., 27(13), 1843-1858.
DOI
ScienceOn
|
34 |
Sextos, A.G., Kappos, A.J. and Patilakis, K.D. (2003b), "Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil-structure interaction phenomena. Part 2: Parametric study", Earthq. Eng. Struct. D., 32(4), 629-652.
DOI
ScienceOn
|