[1]
|
Building Seismic Safety Council (1997) National earthquake hazard reduction program (NEHRP) recommended provisions for seismic regulations for new buildings and other structures. Part 1: Provisions (FEMA 302). Building Seismic Safety Council, Washington, DC.
|
[2]
|
Klimis, N.S., Margaris, B.N. and Koliopoulos, P.K. (1999) Site-dependent amplification functions and response spectra in Greece. Journal of Earthquake Engineering, 3, 237-270. doi:10.1080/13632469909350346
|
[3]
|
Dobry, R., Borcherdt, R., Crouse, C.B., Idriss, I.M., Joyner, W.B., Martin, G.R., Power, M.S., Rinne, E.E. and Seed, R.B. (2000) New site coefficients and site classification system used in recent building seismic code provisions. Earthquake Engineering, 16, 41-67.
|
[4]
|
Barani, A., De Ferrari, R., Ferretti, G. and Eva, C. (2008) Assessing the effectiveness of soil parameters for ground response characterization and soil classification. Earthquake Spectra, 24, 565-597. doi:10.1193/1.2946440
|
[5]
|
Gallipoli, M. and Mucciarelli, M. (2009) Comparison of site classification from VS,30, VS,30 and HVSR in Italy. Bulletin of the Seismological Society of America, 99, 340-351. doi:10.1785/0120080083
|
[6]
|
Zaslavsky, Y., Shapira, A., Gorstein, M., Kalmanovich, M., Giller, V., Perelman, N., Livshits, I., Giller, D. and Dan, I. (2005) Site response from ambient vibrations in the towns Lod and Ramle (Israel) and earthquake hazard assessment. Bulletin of Earthquake Engineering, 3, 355-381.
doi:10.1007/s10518-005-1243-1
|
[7]
|
Zaslavsky, Y., Ataev, G., Gorstein, M., Kalmanovich, M., Perelman, N. and Shapira, A. (2008a) Assessment of site specific earthquake hazard in urban areas—Case study: The town of Afula, Israel, and neighboring settlements. Bollettino Di Geofisica, Teorica and Applicata, 49, 93-108.
|
[8]
|
Zaslavsky, Y., Ataev, G., Gorstein, M., Kalmanovich, M., Hofstetter, A., Perelman, N., Aksinenko, T., Giller, V., Dan, H., Giller, D., Livshits, I., Shvartsburg, A. and Shapira, A. (2008b) Microzoning of site response parameters in the towns of Dimona and Bet Shean (Israel). Bollettino Di Geofisica, Teorica and Applicata, 49, 109-130.
|
[9]
|
Zaslavsky, Y., Shapira, A., Ataev, G., Gorstein, M., Aksinenko, T., Kalmanovich, M., Perelman, N. and Hofstetter, R. (2009) Using ambient noise measurements in the process of assessing earthquake hazards in urban areas: Examples from Israel. In: Miura, T. and Ikeda, Y., Eds., Earthquake engineering: New Research, Nova Science Publisher, Inc., New York, 155-218.
|
[10]
|
Nakamura, Y. (1989) A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface. Quarterly Report of Railway Technical Research, 30, 25-33.
|
[11]
|
Theodulidis, N., Bard, P.Y., Archuleta, R. and Bouchon, M. (1996) Horizontal-to-vertical spectral ratio and geological conditions: The case of Garner valley downhole in Southern California. Bulletin of the Seismological Society of America, 86, 306-319.
|
[12]
|
Reinoso, E. and Ordaz, M. (1999) Spectral amplification for Mexico City from free-field recordings. Earthquake Spectra, 15, 273-295. doi:10.1193/1.1586041
|
[13]
|
Pratt, T. and Brocher, T. (2006) Site response and attenuation in the Puget Lowland, Washington state. Bulletin of the Seismological Society of America, 96, 536-552.
doi:10.1785/0120040200
|
[14]
|
Schnabel, P.B., Lysmer, J. and Seed, H.B. (1972) SHAKE —A computer program for earthquake response analysis of horizontal layered sites. Report. No. EERC 71-12, Earthquake Engineering Research Center, Berkeley.
|
[15]
|
Joyner, W.B. (1977) A Fortran program for calculating nonlinear seismic response. Open File Report 77-671, US Geological Survey, Rolla.
|
[16]
|
Shapira, A. and van Eck, T. (1993) Synthetic uniform hazard site specific response spectrum. Natural Hazard, 8, 201-215. doi:10.1007/BF00690908
|
[17]
|
Boore, D.M. (1983) Stochastic simulation of high-frequency ground motions. Bulletin of the Seismological Society of America, 73, 1865-1894.
|
[18]
|
Boore, D. and Atkinson, G. (1987) Stochastic prediction of ground motion and spectral response parameters at hard-rock site in eastern North America. Bulletin of the Seismological Society of America, 77, 440-467.
|
[19]
|
Shapira, A. and Hofstetter, A. (1993) Source parameters and scaling relationships of earthquakes in Israel. Tectonophysics, 217, 217-226.
doi:10.1016/0040-1951(93)90005-5
|
[20]
|
Shapira, A. and Hofstetter, A. (2002) Seismicity parameters of seismogenic zones.
http://www.seis.mni.gov.il/heb/Teken/seismicity-rprt.htm
|
[21]
|
Boore, D. and. Atkinson, G. (2008) Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s. Earthquake Spectra, 24, 99-138.
doi:10.1193/1.2830434
|
[22]
|
Campbell, K.W. and Bozorgnia Y. (2008) NGA ground motion for the mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10 s. Earthquake Spectra, 24, 139-171. doi:10.1193/1.2857546
|