1 |
Providakis, C.P. (2008), "Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations", Eng. Struct., 30(5), 1187-1198.
DOI
ScienceOn
|
2 |
Skinner, R.I., Robinson, W.H. and McVerry, G.H. (1993), An Introduction to Seismic Isolation, Wiley, Chichester, West Sussex, UK.
|
3 |
Spyrakos, C.C., Koutromanos, I.A. and Maniatakis, C.A. (2009a), "Seismic response of base-isolated buildings including soil-structure interaction", Soil Dyn. Earthq. Eng., 29(4), 658-668
DOI
ScienceOn
|
4 |
Tian, L. and Li, Z.X. (2008), "Dynamic response analysis of a building structure subjected to ground shock from a tunnel explosion", Int. J. Impact Eng., 35, 1164-1178.
DOI
ScienceOn
|
5 |
Tsai, C.S., Chen, C.S. and Chen, B.J. (2004), "Effects of unbounded media on seismic responses of FPS-isolated structures", Struct. Control Health Monit., 11(1), 1-20.
DOI
ScienceOn
|
6 |
Tsopelas, P.C., Constantinou, M.C. and Reinhorn, A.M. (1994), "3D-BASIS-ME: Computer program for nonlinear dynamic analysis of seismically isolated single and mutiple structures and liquid storage tanks", Technical Report NCEER-94-0010, National Center for Earthquake Engineering Research, Taiwan.
|
7 |
Gazetas, G. (1991), Foundation Vibration, (Fang, H.Y. Editor), Foundation Engineering Handbook, (2nd Ed.), Chapman & Hall, (Chapter 15), London, UK.
|
8 |
Chopra, A.K. and Gutierrez, J.A. (1974), "Earthquake response analysis of multistorey building including foundation interaction", Earthq. Eng. Struct. Dyn., 3(1), 65-77.
DOI
ScienceOn
|
9 |
Constantinou, M.C. and Kneifati, M.C. (1986), "Effect of soil-structure interaction on damping and frequencies of base-isolated structures", Proceedings of the 3rd US National Conference on Earthquake Engineering, Charleston, SC, USA, August.
|
10 |
Crouse, C.B. and McGuire, J. (2001), "Energy dissipation in soil-structure interaction", Earthq. Spectra, 17(2), 235-259.
DOI
ScienceOn
|
11 |
Ibrahim, R.A. (2008), "Recent advances in nonlinear passive vibration isolators", J. Sound Vib., 314(3-5), 371-452.
DOI
ScienceOn
|
12 |
Idriss, I.M., Kennedy, R.P., Agrawal, P.K., Hadjian, A.H., Kausel, E. and Lysmer, J. (1979), "Analyses for soil-structure interaction effects for nuclear power plants", American Society of Civil Engineers, New York, NY, USA.
|
13 |
Jaya, K.P. and Meher, P.A. (2002), "Embedded foundation in layered soil under dynamic excitations", Soil Dyn. Earthq. Eng., 22(6), 485-498.
DOI
ScienceOn
|
14 |
Karabork, T. (2011), "Performance of multi-storey structures with high damping rubber bearing base isolation systems", Struct. Eng. Mech., Int. J., 39(3), 399-410.
DOI
ScienceOn
|
15 |
Karabork, T. and Dogus, S. (2005), "Effect of soil stiffness to the behavior of structures impose to earthquake", National Earthquake Symposium, Kocaeli University, Turkey. [In Turkish]
|
16 |
Kramer, S.L. (2003), Geotechnics Earthquake Engineering, Fersa Press, Ankara University, Turkey. [In Turkish]
|
17 |
Zhao, C. and Valliappan, S. (1993d), "Effect of raft flexibility and soil media on the dynamic response of a framed structure", Comput. Struct., 48(2), 227-239.
DOI
ScienceOn
|
18 |
Brebbia, C.A. and Connor, J.J. (1989), Advances in Boundary Elements, Computational Mechanics Publications, Southampton, UK.
|
19 |
Zhao, C. and Valliappan, S. (1993f), "Mapped transient infinite elements for heat transfer problems in infinite media", Comput. Method. Appl. Mech. Eng., 108(1-2), 119-131.
DOI
ScienceOn
|
20 |
Zhao, C. and Valliappan, S. (1993c), "Incident P and SV wave scattering effects under different canyon topographic and geological conditions", Int. J. Numer. Anal. Method. Geomech., 17(2), 73-94.
DOI
ScienceOn
|
21 |
Zhao, C. and Valliappan, S. (1993e), "Transient infinite elements for seepage problems in infinite media", Int. J. Numer. Anal. Method. Geomech., 17(5), 324-341.
|
22 |
Wolf, J.P. and Song, C. (1996), Finite-Element Modeling of Unbounded Media, Wiley, England.
|
23 |
Zhao, C. and Valliappan, S. (1994), "Transient infinite elements for contaminant transport problems", Int. J. Numer. Method. Eng., 37(7), 1143-1158.
DOI
ScienceOn
|
24 |
Zhao, C. and Xu, T.P. (1994), "Effects of backfill soils and incident wave types on seismic response of a reinforced retaining wall", Comput. Struct., 53(1), 105-117.
DOI
ScienceOn
|
25 |
Zhao, C., Valliappan, S. and Tabatabaie, J. (1993), "Effect of impervious members and reservoir bottom sediment on dynamic response of embankment dams", Soil Dyn. Earthq. Eng., 12(4), 199-208.
DOI
ScienceOn
|
26 |
Uniform Building Code 1997 (2000), International Code Council, Inc., Falls Church, VA, USA.
|
27 |
Wegner, J.L., Yao, M.M. and Zhang, X. (2005), "Dynamic wave-soil-structure interaction analysis in the time domain", Comput. Struct., 83(27), 22106-2214.
|
28 |
Wolf, J.P. (1994), Foundation Vibration Analysis using Simple Physical Models, Prentice-Hall, NJ, USA.
|
29 |
Wong, H.L. and Luco, J.E. (1976), "Dynamic response of rigid foundations of arbitrary shape", Earthq. Eng Struct. Dyn., 4(6), 587-597.
|
30 |
Yerli, H.R., Temel, B. and Kiral, E. (1999), "Multi-wave transient and harmonic infinite elements for two-dimensional unbounded domain problems", Comput. Geotech., 24(3), 185-206.
DOI
|
31 |
Zhang, C.H. and Zhao, C.B. (1987), "Coupling method of finite and infinite elements for strip foundation", Earthq. Eng. Struct. Dyn., 15(7), 839-851.
DOI
|
32 |
Zhao, C. and Valliappan, S. (1993a), "A dynamic infinite element for three-dimensional infinite-domain wave problems", Int. J. Numer. Method. Eng., 36(15), 2567-2580.
DOI
ScienceOn
|
33 |
Zhao, C. (2009), Dynamic and Transient Infinite Elements: Theory and Geophysical, Geotechnical and Geoenvironmental Applications, Springer, Berlin, Germany.
|
34 |
Zhao, C. (2010a), "Computational simulation of wave propagation problems in infinite domains", Science in China Series G: Physics, Mechanics and Astronomy, 53(8), 1397-1407.
DOI
|
35 |
Zhao, C. (2010b), "Coupled method of finite and dynamic infinite elements for simulating wave propagation in elastic solids involving infinite domains", Science in China Series E: Technological Sciences, 53(6), 1678-1687.
DOI
|
36 |
Zhao, C. and Valliappan, S. (1993b), "Seismic wave scattering effects under different canyon topographic and geological conditions", Soil Dyn. Earthq. Eng., 12(3), 129-143.
DOI
ScienceOn
|
37 |
Park, Y.J., Wen, Y.K. and Ang, A.H.S. (1986), "Random vibration of hysteretic systems under bidectional ground motions", Earthq. Eng. Struct. Dyn., 14(4), 543-557.
DOI
|
38 |
Medina, F. and Taylor, R.L. (1983), "Finite element techniques for problems of unbounded domains", Numer. Meth. Eng., 19(8), 1209-1226.
DOI
ScienceOn
|
39 |
Mengi, Y., Tanrikulu, A.H. and Tanrikulu, A.K. (1994), Boundary Element Method for Elastic Media: An Introduction, METU Press, Ankara, Turkey.
|
40 |
Naeim, F. and Kelly, J.M. (1999), Design of Seismic Isolated Structures -From Theory to Practice, Wiley, New York, NY, USA.
|
41 |
Johnson, J.J. (2003), Soil-Structure Interaction, (Chen, W.F. and Scawthorn, C. Editors), Earthquake Engineering Handbook, Part 2, CRC Press, Boca Raton, FL, USA.
|
42 |
Zhao, C., Valliappan, S. and Wang, Y. (1992), "A numerical model for wave scattering problems in infinite media due to P and SV wave incidences", Int. J. Numer. Method. Eng., 33(8), 1661-1682.
DOI
|
43 |
Zhao, C., Xu, T.P. and Valliappan, S. (1995), "Seismic response of concrete gravity dams including water-dam-sediment-foundation interaction", Comput. Struct., 54(4), 705-715.
DOI
ScienceOn
|
44 |
Spyrakos, C.C., Koutromanos, I.A. and Maniatakis, C.A. (2009b), "Soil-structure interaction effects on base-isolated buildings founded on soil stratum", Eng. Struct., 31(3), 729-737.
DOI
ScienceOn
|
45 |
Kelly, J.M. (1999), "The role of damping in seismic isolation", Earthq. Eng. Struct. Dyn., 28(1), 3-20.
DOI
|