Page - 1490 - in Book of Full Papers - Symposium Hydro Engineering

Table 1. Peak accelerations and normalization factors different earthquakes. Earthquake Peak acceleration, g Normalization factor EL-Centro-S00E component 0.348 1.00 Taft-N21E component 0.156 2.235 Aqaba-NS 0.08 4.35 Aqaba-EW 0.093 3.74 Table 2. Maximum observed response for KOYNA under different earthquakes. Earthquake Aqaba-EW Aqaba-NS Taft EL-Centro crest 36.1 31.4 32 28 heel 2.7 2.7 2.6 2.4 toe 2.2 2.2 2 1.8 crest -9.8 -9.8 -9.5 -8.7 heel -3.5 -3.6 -3.3 -3.3 toe -3.1 -3.1 -3 -3 heel -3995 -3975 -3846 -3568 toe -2278 -2204 -2120 -1988 Hydrodynamic pressure Reservoir base (kPa) -100 -100 -85 -85 1490