1 |
Takewaki, I., Nakamura, T. and Hirayama, K. (1998), "Seismic frame design via inverse mode design of frame-ground systems", Soil Dyn. Earthq. Eng., 17(3), 153-163.
DOI
ScienceOn
|
2 |
Takewaki, I. (1998), "Remarkable response amplification of building frames due to resonance with the surface ground", Soil Dyn. Earthq. Eng., 17(4), 211-218.
DOI
ScienceOn
|
3 |
Takewaki, I. (2005a), "Frequency domain analysis of earthquake input energy to structure-pile systems", Eng. Struct., 27(4), 549-563.
DOI
ScienceOn
|
4 |
Takewaki, I. (2005b), "Bound of earthquake input energy to soil-structure interaction systems", Soil Dyn. Earthq. Eng., 25(7-10), 741-752.
DOI
ScienceOn
|
5 |
Tongaonkar, N.P. and Jangid, R.S. (2003), "Seismic response of isolated bridges with soil - structure interaction", Soil Dyn. Earthq. Eng., 23(4), 287-302.
DOI
ScienceOn
|
6 |
Ucak, A. and Tsopelas, P. (2008), "Effect of soil - structure interaction on seismic isolated bridges", J. Struct. Eng.-ASCE, 134(7), 1154-1164.
DOI
ScienceOn
|
7 |
Vafai, A., Hamidi, M. and Ahmadi, G. (2001), "Numerical modeling of MDOF structures with sliding supports using rigid - plastic link", Earthq. Eng. Struct. Dyn., 30(1), 27-42.
DOI
|
8 |
Vlassis, A.G. and Spyrakos, C.C. (2001), "Seismically isolated bridge piers on shallow soil stratum with soil structure interaction", Comput. Struct., 79(32), 2847-2861.
DOI
ScienceOn
|
9 |
Yang, Y.B., Lee, T.Y. and Tsai, I.C. (1990), "Response of multi - degree - of - freedom structures with sliding supports", Earthq. Eng. Struct. Dyn., 19(5), 739-752.
DOI
|
10 |
Zayas, V.A., Low, S.S. and Mahin, S.A. (1990), "A simple pendulum technique for achieving seismic isolation", Earthq. Spectra, 6(2), 317-333.
DOI
|
11 |
Chaudhary, M.T.A., Abe, M. and Fujino, Y. (2001), "Identification of soil - structure interaction effect in base - isolated bridges from earthquake records", Soil Dyn. Earthq. Eng., 21(8), 713-725.
DOI
ScienceOn
|
12 |
Dicleli, M., Albhaisi, S. and Mansour, M.Y. (2005), "Static soil-structure interaction effects in seismic-isolated bridges", Practice period. Struct. Des. Constr., 10(1), 22-33.
DOI
ScienceOn
|
13 |
Eroz, M. and DesRoches, R. (2008), "Bridge seismic response as a function of the friction pendulum system (FPS) modeling assumptions", Eng. Struct., 30(11), 3204-3212.
DOI
ScienceOn
|
14 |
Maheshwari, B.K., Truman, K.Z., Gould, P.L. and Naggar, M.H. (2005), "Three - dimensional nonlinear seismic analysis of single piles using finite element model: effects of plasticity of soil", Int. J. Geomech., ASCE, 5(1), 35- 44.
DOI
ScienceOn
|
15 |
Mostaghel, N. and Tanbakuchi, J. (1983), "Response of sliding structures to earthquake support motion", Earthq. Eng. Struct. Dyn., 11(6), 729-748.
DOI
|
16 |
Novak, M. and Mitwally, H. (1988), "Transmitting boundary for axisymmetrical dilation problems", J. Eng. Mech.- ASCE, 114(1), 181-187.
DOI
ScienceOn
|
17 |
Soneji, B.B. and Jangid, R.S. (2008), "Influence of soil-structure interaction on the response of seismically isolated cable-stayed bridge", Soil Dyn. Earthq. Eng., 28(4), 245-257.
DOI
ScienceOn
|
18 |
Spyrakos, C.C. and Loannidis, G. (2003), "Seismic behaviour of a post - tensioned integral bridge including soil - structure interaction (SSI)", Soil Dyn. Earthq. Eng., 23(1), 53-63.
|
19 |
Stehmeyer, E.H. and Rizos, D.C. (2008), "Considering dynamic soil structure interaction (SSI) effects on seismic isolation retrofit efficiency and the importance of natural frequency ratio", Soil Dyn. Earthq. Eng., 28(6), 468-479.
DOI
ScienceOn
|