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<br />l <br /> <br />DOCUMENTATION <br />OF <br />EVALUATION <br /> <br />, , <br /> <br />FACTORS TO CONSIDER IN <br />SELECTION OF DESIGN EARTHQUAKES <br />. REGIONAL TECTONIC SETTING <br />. SEISMIC HISTORY <br />. SEISMOTECTONIC STRUCTURES <br />. LOCAL OR SITE GEOLOGY <br />. SEISMIC ATTENUATION <br />. RESERVOIR INDUCED SEISMICITY <br /> <br />SELECTION OF DESIGN EARTHQUAKES <br />. MAXIMUM CREDIBLE EARTHQUAKES <br />. MAXIMUM DESIGN EARTHQUAKE <br />. OPERATING BASIS EARTHQUAKE <br /> <br />DETERMINATION OF GROUND MOTION <br />FOR THE DESIGN EARTHQUAKES <br />. PEAK ACCELERATION ,VELOCITY,AND <br />DISPLACEMENT <br />. DURATION <br />. ACCELERATION TIME-HISTORIES <br />. RESPONSE SPECTRA <br /> <br />REQUIREMENT FOR EARTHQUAKE <br /> <br />ANALYSIS <br /> <br />. SEISMICITY AND GROUND MOTIONS <br />. FOUNDATION CONDITIONS <br />. TYPE OF DAM <br />. CONSTRUCTION METHODS <br />. MATERIAL PROPERTIES <br />. PAST EXPERIENCE <br /> <br /> <br />YES <br /> <br />CONCRETE DAMS <br />. PSEUDOSTATIC METHOD <br />. DYNAMIC ANALYSES METHODS <br />RESPONSE SPECTRUM <br />TIME-HISTORY <br /> <br />EMBANKMENT DAMS <br />. LIQUEFACTION EVALUATION <br />. PSEUDOSTATIC METHOD <br />. NEWMARK METHOD <br />. FINITE ELEMENT METHOD <br /> <br />EVALUATION OF STRUCTURAL <br />ADEQUACY <br />. EVALUATION OF ANALYSES RESULTS <br />. PAST EXPERIENCE OF DAMS <br />. CONSEQUENCES OF FAILURE <br /> <br />FIGURE I <br />FLOWCHART DEPICTING STEPS <br />FOR EARTHQUAKE ANALYSES <br />AND DESI GN OF DAMS <br />-7- <br />