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The National Earthquake Hazards Reduction Program : scientific status / by Hanks, Thomas C.(CARDINAL)269132; Geological Survey (U.S.)(CARDINAL)154385;
Includes bibliographical references (page 40).
Subjects: National Earthquake Hazards Reduction Program (U.S.); Earthquake hazard analysis;
Available copies: 1 / Total copies: 1
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The plan to coordinate NEHRP post-earthquake investigations / by Holzer, Thomas L.(CARDINAL)268260; Geological Survey (U.S.)(CARDINAL)154385; United States.Federal Emergency Management Agency.(CARDINAL)137480; National Science Foundation (U.S.)(CARDINAL)138156;
Includes bibliographical references (page 17).
Subjects: National Earthquake Hazards Reduction Program (U.S.); Emergency management; Seismic networks;
Available copies: 1 / Total copies: 1
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Practices and procedures for site-specific evaluations of earthquake ground motions / by Matasovic, Neven,1959-(CARDINAL)311143; Hashash, Youssef M. A.(CARDINAL)311142; United States.Federal Highway Administration.(CARDINAL)139839; American Association of State Highway and Transportation Officials.(CARDINAL)138446; National Cooperative Highway Research Program.(CARDINAL)281856; National Research Council (U.S.).Transportation Research Board.(CARDINAL)141287;
Includes bibliographical references (pages 27-38).Introduction -- Current state of evaluation of site effects on ground motions -- Approach to survey of current practice -- Survey responses and relevant literature -- Conclusions and suggestions for further researchThe current AASHTO specifications for seismic design mandate site-specific evaluation of the earthquake design ground motion (i.e., the acceleration response spectrum) for ground conditions termed Site Class F. In the AASHTO specifications, Site Class F soils include soft clay sites. These AASHTO specifications also allow discretionary site-specific analyses for other ground conditions and a reduction in mapped design ground motions of as much as 33% if justified by a site-specific ground motion analysis. Some state departments of transportation (DOTs) are taking advantage of this site response reduction provision, particularly in cases where pore pressure generation could lead to soil liquefaction-Research sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration
Subjects: Technical reports.; Earthquake hazard analysis.; Earthquake resistant design.; Earthquakes; Pavements; Seismology; Shear strength of soils; Soils; Soils;
Available copies: 1 / Total copies: 1
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