1 |
Bardet, J.P., Ichii, K. and Lin, C.H. (2000), "EERA: A computer program for equivalent-linear earthquake site response analyses of layered soil deposits", Department of Civil Engineering, University of Southern California, Los Angeles, CA, USA.
|
2 |
Boaga, J., Renzi, S., Vignoli, G., Deiana, R. and Cassiani, G. (2012), "From surface wave inversion to seismic site response prediction: Beyond the 1D approach", Soil Dyn. Earthq. Eng., 36, 38-51.
DOI
|
3 |
Ching, J.Y. and Glaser, S.D. (2001), "1D time-domain solution for seismic ground motion prediction", J. Geotech. Geoenviron. Eng., 127(1), 36-47.
DOI
|
4 |
Choudhury, D. and Savoikar, P. (2009), "Equivalent-linear seismic analyses of MSW landfills using DEEPSOIL", Eng. Geol., 107(3-4), 98-108.
DOI
ScienceOn
|
5 |
Hashash, Y.M.A., Phillips, C. and Groholski, D. (2010), "Recent advances in non-linear site response analysis", Proceedings of the 5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, CA, USA, May, Paper No. OSP 4.
|
6 |
Idriss, I.M. and Seed, H.B. (1968), "Seismic response of horizontal soil layers", J. Soil Mech. Found. Div. - ASCE, 94(SM4), 1003-1031.
|
7 |
Idriss, I.M. and Sun, J.I. (1992), "User's manual for SHAKE91", Davis: Department of Civil and Environment Engineering, University of California.
|
8 |
Keceli, A. (2012), "Soil parameters which can be determined with seismic velocities", Jeofizik, 16, 17-29.
|
9 |
Kramer, S.L. (1996), Geotechnical Earthquake Engineering, Prentice Hall, Upper Saddle River, NJ, USA, pp. 254-280.
|
10 |
Kwak, D.Y., Jeong, C.G., Park, D. and Park, S. (2008), "Comparison of frequency dependent equivalent linear analysis methods", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October.
|
11 |
MATLAB (2009), The MathWorks Inc., Natick, MA, USA.
|
12 |
Peer Strong Motion Database (2015), URL: http://peer.berkeley.edu/smcat/
|
13 |
Philips, C. and Hashash, Y.M.A. (2009), "Damping formulation for nonlinear 1D site response analyses", Soil Dyn. Earthq. Eng., 29(7), 1143-1158.
DOI
|
14 |
Roulle, A. and Bernardie, S. (2010), "Comparison of 1D non-linear simulations to strong-motion observations: A case study in a swampy site of French Antilles (Pointe-a-Pitre, Guadeloupe)", Soil Dyn. Earthq. Eng., 30(5), 286-298.
DOI
|
15 |
Phillips, C., Kottke, A.R., Hashash, Y.M.A. and Rathje, E.M. (2012), "Significance of ground motion time step in one dimensional site response analysis", Soil Dyn. Earthq. Eng., 43, 202-217.
DOI
|
16 |
Robinson, D., Dhu, T. and Schneider, J. (2006), "SUA: A computer program to compute regolith siteresponse and estimate uncertainty for probabilistic seismic hazard analyses", Comput. Geosci., 32(1), 109-123.
DOI
|
17 |
Rota, M., Lai, C.G. and Strobbia, C.L. (2011), "Stochastic 1D site response analysis at a site in central Italy", Soil Dyn. Earthq. Eng., 31(4), 626-639.
DOI
ScienceOn
|
18 |
Safak, E. (1995), "Discrete-time analysis of seismic site amplification", J. Eng. Mech., 121(7), 801-809.
DOI
|
19 |
Sahin, A. (2015), "Dynamic simulation models for seismic behavior of soil systems - Part I: Block diagrams", Geomech. Eng., Int. J., 9(2), 145-167.
DOI
|
20 |
Schnabel, P.B., Lysmer, J. and Seed, H.B. (1972), "SHAKE: A computer program for earthquake response analysis of horizontally layered sites", Report EERC 72-12; Earthquake Engineering Research Center, University of California, Berkeley, CA, USA.
|
21 |
Seed, H.B. and Idriss, I.M. (1970), "Soil moduli and damping factors for dynamic response analysis", Report No. UCB/EERC-70/10; Earthquake Engineering Research Center, University of California, Berkeley, CA, USA, December, 48 p.
|
22 |
SIMULINK - Dynamic System Simulation for MATLAB (2009), The MathWorks Inc., Natick, MA, USA.
|
23 |
URL 3, http://peer.berkeley.edu/smcat/process.html (Visited on December 18, 2014)
|
24 |
Sun, J.I., Golesorkhi, R. and Seed, H.B. (1988), "Dynamic moduli and damping ratios for cohesive soils", Report UCB/EERC88/15; Earthquake Engineering Research Center, University of California, Berkeley, CA, USA.
|
25 |
URL 1, http://www.deprem.gov.tr/sarbis/Shared/Default.aspx (Visited on December 18, 2014)
|
26 |
URL 2, http://peer.berkeley.edu/smcat/data/ath/KOCAELI/IZT090.AT2 (Visited on December 18, 2014)
|
27 |
URL 4, http://peer.berkeley.edu/svbin/Detail?id=P1103 (Visited on December 18, 2014)
|
28 |
URL 5, http://peer.berkeley.edu/nga/data?doi=NGA1165 (Visited on December 18, 2014)
|
29 |
URL 6, http://peer.berkeley.edu/smcat/data/ath/LOMAP/DMH090.AT2 (Visited on December 18, 2014)
|
30 |
URL 7, http://peer.berkeley.edu/svbin/Detail?id=P0782 (Visited on December 18, 2014)
|
31 |
URL 8, http://peer.berkeley.edu/nga/data?doi=NGA0794 (Visited on December 18, 2014).
|
32 |
Vucetic, M. and Dobry, R. (1991), "Effect of soil plasticity on cyclic response", J. Geotech. Eng. - ASCE, 117, 89-107.
DOI
|
33 |
Yang, J. and Yan, X.R. (2006), "PASS: A computer program for practical analysis of layered soil-rock systems", Department of Civil Engineering, The University of Hong Kong, Hong Kong.
|
34 |
Yang, J. and Yan, X.R. (2009), "Site response to multi-directional earthquake loading: A practical procedure", Soil Dyn. Earthq. Eng., 29, 710-721.
DOI
|
35 |
Bardet, J.P. and Tobita, T. (2001), "NERA: A computer program for Nonlinear Earthquake site Response Analyses of layered soil deposits", Department of Civil Engineering, University of Southern California, Los Angeles, CA, USA.
|