تحلیل خطر احتمالاتی با اعمال اثرات رفتار غیرخطی خاک

[1] Kramer, S. L. ,“Geotechnical Earthquake Engineering”, Prentice-Hall International Series in Civil Engineering and Engineering Mechanics, Prentice Hall, Upper Saddle River, NJ 07458, 1996.

[2] Iranian Code of Practice for Seismic Resistant Design of Buildings, Standard No.2800, 3rd edition, Building and Housing Research Center (BHRC), 2005.

[3] Trifuance, M. D. and Todorovska M. I., “Nonlinear Soil Response-1994 Northridge, California, Earthquake”, journal of Geotechnical Engineering, 122(9), pp. 725-735, 1996.

[4] Cultrera, G., Boor D. M., Joyner W. B. and Dietel Ch. M. ,“Nonlinear Soil Response in the Vicinity of the Van Normal Complex Following the 1994 Northridge, California, Earthquake”, Seismosignal Society of America, 89(5), pp. 1214-1231, 1999.

[5] Pavlenko, O. V. and Irikura K. ,“Nonlinearity in the Response of Soils in the 1995 Kobe Earthquake in Vertical Components of Records”, Soil Dynamics and Earthquake Engineering, 22, pp. 967-975, 2002.

[6] Roumelioti, Z. and Beresnev I. A. ,“Stochastic Finite-Fault Modeling of Ground Motions from the 1999 Chi-Chi, Taiwan, Earthquake: Application to Rock and Soil Sites With Implications for Nonlinear Site Response” ,Seismosignal Society of America, 93(4), pp. 1691-1702, 2003.

[7] Pavlenko, O. V. and Wen K. L. ,“Estimation of Nonlinear Soil Behavior During the 1999 Chi-Chi, Taiwan, Earthquake”, Pure and Applied Geophysics, 165, pp. 373-407, 2008.

[8] Seed, H. B., Murarka R., Lysmer J. and Idriss I. M. ,“Relationships Between Maximum Acceleration, Maximum Velocity, Distance from Source and Local Site Conditions for Moderately Strong Earthquake”, Seismosignal Society of America, 66(4), pp. 1323-1342, 1976.

[9] Idriss, I. M. ,“Response of Soft Soil Sites During Earthquakes”, Proceedings of the Symposium to Honor H.B. Seed, Berkeley, CA, pp. 273-289, 1990.

[10] Abrahamson, N. A. and Silva W. J. ,“Empirical Response Spectra Attenuation Relations for Shallow Crustal Earthquakes”, Seismological Research Letters, 68, pp. 94–127, 1997.

[11] Silva, W. J., Lee R., McGuire R. K. and Cornell C. A. ,“A comparison of Methodologies to Achieve a Site-Specific PSHA (abstract)”, Seismological Research Letters, 71, pp. 247, 2000.

[12] Park, D. ,“Estimation of Non-Linear Seismic Site Effects for Deep Deposits of the Mississippi Embayment”, Ph.D. Dissertation, University of

Illinois at Urbana, 2003.

[13] Bazzurro, P. and Cornell C. A. ,“Nonlinear Soil-Site Effects in Probabilistic Seismic-Hazard Analysis”, Seismosignal Society of America, 96(6), pp. 2110–2123, 2004.

[14] Park D. and Hashash Y. M.A. ,“Evaluation of seismic site factors in the Mississippi Embayment. II. Probabilistic seismic hazard analysis with nonlinear site effects”, Soil Dynamics and Earthquake Engineering 25(2), pp. 145-156, 2005.

[15] Hardin, B. O. and Drnevich V. P. ,“Shear Modulus and Damping in Soils: Design Equations and Curves”, Soil Mechanics and Foundation, 98(SM7), pp. 289-234, 1972.

[16] Yuxian, H. and Chen H. Y. ,“Probabilistic Analysis of Uncertainties in Seismic Hazard Assessment”, Structural Safety, 11, pp. 245-253, 1992.

[17] Cornell, C. A. ,“Engineering Seismic Risk Analysis”, Seismosignal Society of America, 58(5),1968.

[18] Campbell, K. W. and Bozorgnia Y. ,“Updated Near-Source Ground-Motion (Attenuation) Relations for the Horizontal and Vertical Components of Peak Ground Acceleration and Acceleration Response Spectra”, Seismosignal Society of America, 93(1), pp. 314–331, 2003.

[19] Boore, D. M. Joyner W. B. and Fumal T. E., “Equation for Estimating Horizontal Response Spectra and Peak Acceleration from Western North American Earthquake”, Seismological Research Letters, 68(1), pp. 128–153, 1997.

[20] Li, X. S. Wang Z. L. and Shen C. K., “SUMDES: A Nonlinear Procedure for Response Analysis of Horizontally-Layered Sites Subjected to Multi-Directional Earthquake Loading”, Deptartement of Civil Engineering, University of California, Davis 1992.

[21] Schnabel, P. B., Lysmer J. and Seed H. B., “SHAKE: A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites”, Report No. UCB/EERC-72/12, Earthquake Engineering Research Center, University of California, Berkeley, December, pp. 102, 1972.

[22] Bazzurro, P. and Cornell C. A. ,“Ground-Motion Amplification in Nonlinear Soil Sites with Uncertain Properties”, Seismosignal Society of America, 94(6), pp. 2090–2109, 2004.

[23] Jafari, M. K. and Razmkhah A., “Complementary Seismic Geotechnical Microzonation of South of Tehran”, IIEES Report, International Institute of Earthquake Engineering and Seismology, Tehran, Iran (In Persian), 2001.

[24] Haeri, S. M. and Hajalilue Bonab M. ,“Seismic Microzonation and Design Spectrum for Metropolitan Area-Tabriz City”, National Disaster Task Force, Earthquake and Land Slide hazard Committee , In Persian, 2005.

[25] Seed, H. B. and Idriss I. M. ,“Soil Moduli and Damping Factors for Dynamic Response Analysis”, College of Engineering University of California Berkeley, Berkeley, 1970.

[26] Jafari, M. K. Shafiee A. and Razmkhah A., “Dynamic Properties of Fine Grained Soil in South of Tehran”, Journal of Seismology and Earthquake Engineering, 4(1), pp. 25-35, 2002.

[27] Gardner, J. K. and Knopoff L. ,“Is the Sequence of Earthquake in Southern California, With Aftershocks Removed, Poisoning?”, Seismosignal Society of America, 64(5), pp. 1363–1367, 1974.

[28] Kijko, A. and Sellevoll M. A. ,“Estimation of Earthquake Hazard Parameters from Incomplete Data _Les. Part II, Incorporation of Magnitude Heterogeneity”, Seismosignal Society of America,82(1), pp. 120-134, 1992.

[29] Tavakoli, B. and Ghafory-Ashtiany M., “Seismic Hazard Assessment of Iran Annali Di Geo_sica 42”, The Global Seismic Hazard Assessment Program (GSHAP) 1992-1999, pp. 1013-1021, 1999.

[30] Bender, B. and Perkins D. M. ,“SEISRISKIII: A Computer Program for Seismic Hazard Estimation”, U.S. Geological Survay, 1772, 1987.

[31] Ghasemi, H., Zare M., Fukushima Y. and Koketsu K. ,“An Emprical Spectral Ground Motion Model for Iran”, Journal of Seismology 13, pp. 499-515, 2009.