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From page 24...
... priate pwp model parameters. A review of advanced constitutive models with appli cation in site response analysis is provided in Potts and The effect of cyclic degradation on soil stiffness and Zdravkovi (1999)
From page 25...
... use of nonlinear site response analyses with and without pwp generation. However, with the exception of NRC RG 1.208: A Performance­Based Approach to Define the Site-Specific CALIBRATION AND BENCHMARKING STUDIES Earthquake Ground Motion, these documents do not provide sufficient guidance on the mechanics and steps required for A number of individuals and groups have conducted eval- developing design ground motions, characterizing the site, uations of site response analysis procedures versus mea- or performing appropriate site response analysis.
From page 26...
... ASCE 4, ASCE 43-05 7 NRC RG 1.208: A Performance-Based Approach to Define http://www.nrc.gov/reading-rm/doc-collections/reg-guides/power-reactors/rg/ the Site-Specific Earthquake Ground Motion 01-208/01-208.pdf 8 U.S. Army Corps of Engineers EM110-2-6050: Response Spec- http://140.194.76.129/publications/eng-manuals/em1110-2-6050/toc.htm tra and Seismic Analysis for Concrete Hydraulic Structures 9 Oregon Department of Transportation, Geotechnical Design ftp://ftp.odot.state.or.us/techserv/Geo-Environmental/Geotech/GeoManual/ Manual FinalGDM12-1009/Volume1GeotechDesignManualFinal_Dec2009.pdf 10 South Carolina Department of Transportation, Seismic Design http://www.scdot.org/doing/bridge/bridgeseismic.shtml Specifications for Highway Bridges 11 South Carolina Department of Transportation, Geotechnical Manual http://www.scdot.org/doing/bridge/geodesignmanual.shtml 12 Georgia Department of Transportation, Bridge and Structures http://www.dot.state.ga.us/doingbusiness/PoliciesManuals/roads/ Policy Manual BridgeandStructure/GDOT_Bridge_and_Structures_Policy_Manual.pdf 13 Rhode Island LRFD Bridge Design Manual http://www.dot.ri.gov/documents/engineering/br/RILRFDBridgeManual.pdf TABLE 2 SITE RESPONSE SOFTWARE USED IN ENGINEERING PRACTICE Dimensions OI Equivalent-Linear Nonlinear DOS SHAKE/SHAKE91 AMPLE, DESRA-2C, DESRAMOD, D-MOD_2, DESRAMUSC, LS-Dyna, 1-D SUMDES, TESS, SIREN, Graphical User Interface ShakeEdit, ProShake, SHAKE2000, EERA, CyberQuake, D-MOD2000, DEEPSOIL, DEEPSOIL, WinMOC FLAC, NERA, VERSAT 1-D DOS FLUSH, SASSI, QUAD4/QUAD4M, DYNAFLOW, DYSAC2, TARA-2, FLUSH TARA-3 2-D / 3-D Graphical User Interface QUAKE/W, SUPER SASSI, SASSI2000 FLAC, PLAXIS, PLAXIS 3D, ABAQUS, OpenSees, VERSAT 2-D Notes: 1.


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