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Suggested Citation:"Glossary." National Academies of Sciences, Engineering, and Medicine. 2012. Practices and Procedures for Site-Specific Evaluations of Earthquake Ground Motions. Washington, DC: The National Academies Press. doi: 10.17226/14660.
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29 Studies," Bulletin of Earthquake Engineering, Vol. 5, Idriss, I.M., "Response of Soft Soil Sites during Earth- 2007, pp. 325­345. quakes," Proceedings, H. Bolton Seed Memorial Sympo- sium, J.M. Duncan, Ed., Vol. 2, 1990, pp. 273­290. Glaser, S.D. and L.G. Baise, "System Identification Estima- tion of Soil Properties at the Lotung Site," Soil Dynamics Idriss, I.M., "An NGA Empirical Model for Estimating the and Earthquake Engineering, Vol. 19, 2000, pp. 521­531. Horizontal Spectral Values Generated by Shallow Crustal Earthquakes," Earthquake Spectra, Vol. 24, No. 1, 2008, Greater Vancouver Liquefaction Task Force, "Task Force pp. 217­242. Report, Geotechnical Design Guidelines for Buildings on Liquefiable Sites in Accordance with NBC 2005," 2007 Idriss, I.M., R. Dobry, and R.D. Singh, (1978), "Nonlinear [Online]. Available: http://www.civil.ubc.ca/liquefaction/. behavior of soft clays during cyclic loading," Journal of Geotechnical Engineering, ASCE, Vol. 104, No. 12, pp. Geo-Slope International Ltd. (GSI), "QUAKE/W for Finite 1427-1447. Element Dynamic Earthquake Analysis," User's Guide, GSI, Calgary, AB, Canada, 2006, 624 pp. Idriss, I.M., R. Dobry, and R.D. Singh, "Nonlinear Behavior of Soft Clays During Cyclic Loading," Journal of the Hancock, J., J. Watson-Lamprey, N.A. Abrahamson, J.J. Geotechnical Engineering Division, Vol. 104, No. 12, Bommer, A. Markatis, E. McCoy, and R. Mendis, "An 1978, pp. 1427­1447. Improved Method of Matching Response Spectra of Recorded Earthquake Ground Motion Using Wavelets," Idriss, I.M. and J.I. Sun, "User's Manual for SHAKE91, A Journal of Earthquake Engineering, Vol. 10, Special Computer Program for Conducting Equivalent Linear Issue 1, 2006, pp. 67­89. Seismic Response Analyses of Horizontally Layered Soil Deposits," Center for Geotechnical Modeling, Depart- Hart, J.D., and E.L. Wilson, Simplified Earthquake Analysis ment of Civil & Environmental Engineering, University of Buildings Including Site Effects, Report No. UCB/ of California, Davis, 1992. SEMM-89/23, Department of Civil Engineering, Univer- sity of California, Berkeley, 1989. Idriss I.M. and M. Hudson, Response of the San Justo Dam to the Loma Prieta Earthquake of October 17, 1989, Haselton, C.B., Ed., "Evaluation of Ground Motion Selection Report No. CGM/93-01, Department of Civil and Envi- and Modification Methods: Predicting Median Interstory ronmental Engineering, University of California, Davis, Drift Response of Buildings," PEER Ground Motion Jan. 1993. Selection and Modification Working Group PEER 2009/01--Report, 2009. Idriss, I.M., J. Lysmer, R. Hwang, and H.B. Seed, "QUAD- 4--A Computer Program for Evaluating the Seismic Hashash, Y.M.A. and D. Park, "Nonlinear One-dimensional Response of Soil Structures by Variable Damping Finite Seismic Ground Motion Propagation in the Mississippi Element Procedures," EERC Report 73-16, University of Embayment," Engineering Geology (Amsterdam), Vol. California, Berkeley, 1973, 67 pp. 62, Nos. 1­3, 2001, pp. 185­206. International Code Council, "2006 International Building Hashash, Y.M.A. and D. Park, "Viscous Damping Formula- Code," Falls Church, Va., 2006. tion and High Frequency Motion Propagation in Nonlin- ear Site Response Analysis," Soil Dynamics and Itasca Consulting Group, Inc., "FLAC (Fast Lagrangian Earthquake Engineering, Vol. 22, No. 7, 2002, pp. Analysis of Continua) Version 5.0," Itasca Consulting 611­624. Group, Inc., Minneapolis, Minn., 2005 [Online]. Avail- able: http://www.itascacg.com. Hashash, Y.M.A., C. Phillips, and D. Groholski, "Recent Advances in Non-Linear Site Response Analysis," Pro- Jackura, K.A., "Caltrans Procedures for Development of Site ceedings of the 5th International Conference on Recent Specific Acceleration Response Spectra," Caltrans Inter- Advances in Geotechnical Earthquake Engineering and nal Memorandum, California Department of Transporta- Soil Dynamics, San Diego, Calif., 2010. tion, Sacramento (also presented in the Proceedings of Seismic Design and Retrofit of Bridges, Berkeley, Calif., Hashash, Y.M.A., D.R. Groholski, C.A. Phillips, D. Park, June 8­9, 1992). and M. Musgrove, DEEPSOIL 4.0, User Manual and Tutorial, 2011, 98 pp. Jones, A.L., S.L. Kramer, and P. Arduino, "Estimation of Uncertainty in Geotechnical Properties for Performance- Hudson, M., I.M. Idriss, and M. Beikae, "QUAD4M--A Based Earthquake Engineering," PEER Report 2002/16, Computer Program to Evaluate the Seismic Response of Pacific Earthquake Engineering Research Center, Col- Soil Structures using Finite Element Procedures and lege of Engineering, University of California, Berkeley, Incorporating a Compliant Base," User's Manual, Center 2002, 100 pp. for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Kausel, E. and D. Assimaki, "Seismic Simulation of Inelas- Davis, 1994, 27 pp. (plus appendices). tic Soils via Frequency-Dependent Moduli and Damp-

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TRB’s National Cooperative Highway Research Program (NCHRP) Synthesis 428: Practices and Procedures for Site-Specific Evaluations of Earthquake Ground Motions identifies and describes current practice and available methods for evaluating the influence of local ground conditions on earthquake design ground motions on a site-specific basis.

The report focuses on evaluating the response of soil deposits to strong ground shaking.

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