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TEST RESULTS OF PLAIN BEARING SYSTEM
TEST RESULTS OF LEADFILLED BEARING SYSTEM
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A.K. Chopra Added Damping Ratio alluvium AOdod arch dam Base Isolation bridge deck CBBd Centro compressibility computed Concrete Gravity Dams curve dam-foundation rock interaction downstream face due to Hydrodynamic dynamic response E.P. Popov Earthquake Engineering Earthquake Engineering Research earthquake forces earthquake input earthquake response EBBd embankment evaluation Figure finite element frequency fundamental mode fundamental vibration mode G.H. Powell H/Hs higher vibration modes horizontal Hydrodynamic Effects Hysteretic impounded water incompressible reservoir Incorporation into Nuclear load Long Valley Dam million psi mode response mode shape Monticello dam Pacoima Dam peak accelerations Period Lengthening Ratio period ratio Pine Flat Dam Plain Bearing System Plants for Enhanced recorded motions reservoir water response analysis response spectrum Seismic Seismic Analysis Shaking Table shear force shear modulus shown in Fig Signal at Span simplified analysis procedure SMPL Standard Values static stiffness strain Structures Time-Scaled upstream face V.V. Bertero vertical vibration period