1 |
Amin, M. and Ang, A.H.S. (1968), "Nonstationary stochastic models of earthquake", J. Eng. Mech., ASCE, 94, 559-583.
|
2 |
Bozorgnia, Y. and Bertero, V.V. (2004), Earthquake Engineering: from Engineering Seismology to Performance-based Engineering, CRC Press, Boca Raton, Fla.
|
3 |
Cakir, T. (2013), "Evaluation of the effect of earthquake frequency content on seismic behavior of cantilever retaining wall including soil-structure interaction", Soil Dyn. Earthq. Eng., 45, 96-111.
DOI
ScienceOn
|
4 |
Chiou, B., Darragh, R., Gregor, N. and Silva, W. (2008), "NGA project strong-motion database", Earthq. Spectra, 24(1), 23-44.
DOI
|
5 |
Conte, J.P. and Peng, B.F. (1997), "Fully non-stationary analytical earthquake ground-motion model", J. Eng. Mech., ASCE, 123(1), 15-24.
DOI
|
6 |
Deodatis, G. and Shinozuka, M. (1988), "Auto-regressive model for nonstationary stochastic process", J. Eng. Mech., ASCE, 114(11), 1995-2012.
DOI
|
7 |
Gabor, D. (1946), "Theory of communication", J. Inst. Electr. Eng., 93, 429-457.
|
8 |
Housner, G.W. and Jennings, P.C. (1964), "Generation of artificial earthquake", J. Eng. Mech., 90(EM1), 113-150.
|
9 |
Hu, Y.X. (2006), Earthquake Engineering (the second edition), Earthquake Publishing House, Beijing.
|
10 |
Jin, X.L., Huang, Z.L. and Leung, A.Y.T. (2012), "Non-stationary seismic responses of structure with nonlinear stiffness subject to modulated Kanai-Tajimi excitation", Earthq. Eng. Struct. Dyn., 41(2), 197-210.
DOI
|
11 |
Lu, H.S. and Zhao, F.X. (2007), "Site coefficients suitable to China site category", Acta Seismologica Sinica, 20, 71-79.
DOI
|
12 |
Meyer, Y. (1992), Wavelets and Operators, Cambridge University Press, New York.
|
13 |
Nakayama, T., Fujiwara, H., Komatsu, S. and Sumida, N. (1994), "Nonstationary response and reliability of linear systems under seismic loadings", Struct. Saf. Reliab., Rotterdam: Balkema, 2179-2186.
|
14 |
Newland, D.E. (1994), "Wavelet analysis of vibration, Part 2: Wavelet maps", J. Vib. Aeoustics, 116(4), 417-425.
DOI
|
15 |
Nimtaj, A. and Bagheripour, M.H. (2013), "Non-linear seismic response analysis of the layered soil deposit using hybrid frequency-time domain (HFTD) approach", Euro. J. Envir. Civ. Eng., 17(10), 1039-1056.
DOI
|
16 |
Rioul, O. and Vetterli, M. (1991), "Wavelets and signal processing", Sig. Proc., IEEE, 8(4), 14-38.
|
17 |
O'Neill, J.C., Flandrin, P. and Williams, W.J. (1999), "On the existence of discrete Wigner distributions", Sig. Proc. Lett., IEEE, 6(12), 304-306.
DOI
|
18 |
Papadimitriou, K. (1990), "Stochastic characterization of strong ground motion and application to structural response", Report No. EERL 90-03, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, CA.
|
19 |
Rezaeian, S. and Der Kiureghian, A. (2008), "A stochastic ground motion model with separable temporal and spectral nonstationarities", Earthq. Eng. Struct. Dyn., 37(13), 1565-1584.
DOI
|
20 |
Wang, G.Q., Zhou, X.Y., Zhang, P. and Igel, H. (2002), "Characteristics of amplitude and duration for near fault strong ground motion from the 1999 Chi-Chi, Taiwan earthquake", Soil Dyn. Earthq. Eng., 22(1), 73-96.
DOI
|
21 |
Wang, J.J., Fan, L.C., Qian, S. and Zhou, J. (2002), "Simulations of non-stationary frequency content and its importance to seismic assessment of structures", Earthq. Eng. Struct. Dyn., 31(4), 993-1005.
DOI
|
22 |
Yang, D.X. and Wang, W. (2012), "Nonlocal period parameters of frequency content characterization of near-fault ground motions", Earthq. Eng. Struct. Dyn., 41(13), 1793-1811.
DOI
|
23 |
Yeh, C.H. and Wen, Y.K. (1990), "Modeling of non-stationary ground motion and analysis of inelastic structural response", Struct. Saf., 8(1-4), 281-298.
DOI
|
24 |
Zhou, X.Y. and Yu, R.F. (2008), "Mode Superposition method of non-stationary seismic response for nonclassically damped system", J. Earthq. Eng., 12(3), 473-516.
DOI
|