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Suggested Citation:"Appendix A Survey Questionnaire." 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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Page 41
Suggested Citation:"Appendix A Survey Questionnaire." 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.
×
Page 41
Page 42
Suggested Citation:"Appendix A Survey Questionnaire." 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.
×
Page 42
Page 43
Suggested Citation:"Appendix A Survey Questionnaire." 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.
×
Page 43
Page 44
Suggested Citation:"Appendix A Survey Questionnaire." 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.
×
Page 44
Page 45
Suggested Citation:"Appendix A Survey Questionnaire." 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.
×
Page 45
Page 46
Suggested Citation:"Appendix A Survey Questionnaire." 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.
×
Page 46

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Finn, "DESRA-2, Dynamic Effec- ways--Volume I: Design Principles," Geotechnical Engi- tive Stress Response Analysis of Soil Deposits with neering Circular No. 3, FHWA-SA-97-076, Federal Energy Transmitting Boundary Including Assessment of Highway Administration, Washington, D.C., 1997a, 186 pp. Liquefaction Potential," Soil Mechanics Series No. 36, Department of Civil Engineering, University of British Kavazanjian, E., Jr., N. Matasovic, T. Hadj-Hamou, and P.J. Columbia, Vancouver, Canada, 1978, 60 pp. Sabatini, "Geotechnical Earthquake Engineering for High- ways--Volume II: Design Examples," Geotechnical Engi- Li, X.S., Z.L. Wang, and C.K. Shen, "SUMDES: A Nonlin- neering Circular No. 3, FHWA-SA-97-077, Federal ear Procedure for Response Analysis of Horizontally Highway Administration, Washington, D.C., 1997b, 163 pp. Layered Sites Subjected to Multi-Directional Earthquake Loading," Department of Civil Engineering, University Kondner, R.L. and J.S. 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Response, University of California, Berkeley, 2004, 10 pp. Manzari, M.T. and M.A. Nour, "On Implicit Integration of Kramer, S.L. and J.P. Stewart, "Geotechnical Aspects of Bounding Surface Plasticity Models," Computers and Seismic Hazards," in Earthquake Engineering--From Structures, Vol. 63, 1997, pp. 385­395. Engineering Seismology to Performance-Based Engi- neering, Y. Bozorgnia and V.V. Bertero, Eds., CRC Press, Martin, G.R., W.D.L. Finn, and H.B. Seed, "Fundamentals Boca Raton, Fla., 2004. of Liquefaction under Cyclic Loading," Journal of the Geotechnical Engineering Division, Vol. 101, 1975, No. Kwok, O.-L.A., J.P. Stewart, Y.M.A. Hashash, N. Matasovic, GT5, 423­438. R. Pyke, Z. Wang, and Z. Yang, "Utilizing Nonlinear Seismic Ground Response Analysis for Turkey Flat Blind Martin, P.P. and H.B. 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31 gress on Applied Mechanics, Zürich, Switzerland, 1926, Muraleetharan, K.K., K.D. Mish, C. Yogachandran, and K. pp. 332­335. Arulanandan, User's Manual for DYSAC 2: Dynamic Soil Analysis Code for 2 Dimensional Problems, Report, Matasovic, N., "Seismic Response of Composite Horizon- Department of Civil Engineering, University of Califor- tally Layered Soil Deposits," Ph.D. dissertation, Civil nia, Davis, 1991. and Environmental Engineering Department, University of California, Los Angeles, 1993, 452 pp. Newmark, N.M., "A Method of Computation for Structural Dynamics," Journal of Engineering Mechanics Division, Matasovic, N., "D-MOD_2--A Computer Program for Seis- Vol. 85, 1959, pp. 67­94. mic Response Analysis of Horizontally Layered Soil Deposits, Earthfill Dams, and Solid Waste Landfills," Nikolaou, S., "Performance-Based Design--Concepts in User's Manual, GeoMotions, LLC, Lacey, Wash., 2006, Geotechnical Earthquake Engineering," Geo-Strata, 20 pp. (plus appendices). 2011, pp. 42­47. Matasovic, N. and M. Vucetic, "A Pore Pressure Model for Oasys, "SIREN" (A new program that provides the func- Cyclic Straining of Clay," Soils and Foundations, Jour- tionality for prediction of site response to a seismic nal of the JSSMFE, Vol. 32, No. 3, 1992, pp. 156­173. event), 2006. Matasovic, N. and M. Vucetic, "Cyclic Characterization of Ordonez, G.A., "SHAKE2000: A Computer Program for the Liquefiable Sands," Journal of Geotechnical Engineer- 1-D Analysis of Geotechnical Earthquake Engineering ing, Vol. 119, No. 11, 1993, pp. 1805­1822. Problems," User's Manual, GeoMotions, LLC, Lacey, Wash., 2000, 264 pp. [Online]. Available: http://www. Matasovic, N. and M. Vucetic, "Generalized Cyclic Degra- geomotions.com. dation-Pore Pressure Generation Model for Clays," Jour- nal of Geotechnical Engineering, Vol. 121, No. 1, 1995a, Park, D. and Y.M.A. Hashash, "Soil Damping Formulation pp. 33­42. in Nonlinear Time Domain Site Response Analysis," Journal of Earthquake Engineering, Vol. 8, No. 2, 2004, Matasovic, N. and M. Vucetic, "Seismic Response of Soil pp. 249­274. Deposits Composed of Fully Saturated Clay and Sand Layers," Proceedings of IS-Tokyo'95, The First Interna- Park, D. and Y.M.A. Hashash, "Estimation of Seismic Fac- tional Conference on Earthquake Geotechnical Engineer- tors in the Mississippi Embayment: I. Estimation of ing, K. Ishihara, Ed., A.A. Balkema, Netherlands, 1995b. Dynamic Properties," Soil Dynamics and Earthquake Engineering, Vol. 25, 2005a, pp. 133­144. Matasovic, N. and G.A. Ordonez, "D-MOD2000--A Com- puter Program Package for Seismic Response Analysis of Park, D. and Y.M.A. Hashash, "Estimation of Seismic Fac- Horizontally Layered Soil Deposits, Earthfill Dams, and tors in the Mississippi Embayment: II. Probabilistic Seis- Solid Waste Landfills," User's Manual, GeoMotions, mic Hazard with Nonlinear Site Effects," Soil Dynamics LLC, Lacey, Wash., 2007, 182 pp. [Online]. Available: and Earthquake Engineering, Vol. 25, 2005b, pp. http://www.geomotions.com. 145­156. McKenna, F. and G.L. Fenves, The OpenSees Command Park, D. and Y.M.A. Hashash, "Rate-Dependent Soil Behav- Language Manual, Version 1.2, Pacific Earthquake Engi- ior in Seismic Site Response Analysis," Canadian Geo- neering Research Center, University of California, technical Journal, Vol. 45, No. 4, 2008, pp. 454­446. Berkeley, 2001 [Online]. Available: http://opensees. Parra, E., "Numerical Modeling of Liquefaction and Lateral berkeley.edu. Ground Deformation Including Cyclic Mobility and Menq, F., "Dynamic Properties of Sandy and Gravelly Dilation Response in Soil Systems," Ph.D. dissertation, Soils," Ph.D. dissertation, University of Texas at Austin, Department of Civil Engineering, Rensselaer Polytech- 2003. nic Institute, Troy, N.Y., 1996. Modaressi, H. and E. Foerster, CyberQuake. User's Manual, Pestana, J.M., "A Unified Constitutive Model for Clays and BRGM, France, 2000. Sands," Sc.D. Thesis, MIT, Cambridge, Mass., 1994. Mroz, Z., "On the Description of Anisotropic Work Harden- Pestana, J.M. and F. Nadim, "Nonlinear Site Response Anal- ing," Journal of Mechanics and Physics of Solids, Vol. 15, ysis of Submerged Slopes," Report No. UCB/GT/2000- 1967, pp. 163­175. 04, Department of Civil and Environmental Engineering, University of California. Berkeley, 2000. Munfagh, G., E. Kavazanjian, Jr., N. Matasovic, T. Hadj- Hamou, and J. Wang, "Ground Motion Characteriza- Phillips, C. and Y.M.A. Hashash, "Damping Formulation for tion," Chapter 4, in Geotechnical Earthquake Engineering Nonlinear 1D Site Response Analyses," Soil Dynamics Reference Manual, FHWA-HI-99-012, Federal Highway and Earthquake Engineering, Vol. 29, No. 7, 2009, pp. Administration, Washington, D.C., 1999. 1143­1158.

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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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