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NONLINEAR RESPONSE SPECTRA OF SLIDING ISOLATION
MODEL FOR EARTHQUAKE SIMULATOR TESTING
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AASHTO Acceleration and Acceleration Acceleration Response Spectrum Analysis Performed Analytical Results Bridge Model Bridge with Medium CalTrans coefficient of friction Comparison of Experimental configuration damping ratio deck acceleration displacement restrainer Effect of Vertical EO0 EO0 EO0 Experimental and Analytical Figure FL0IBL3 FL3XIBL3 FL3XIBL3 FL3XIBL3 Flexible Piers fluid dampers Force-North Free Body Diagram friction force HACHINOHE High Friction High Stiffness Histories of Displacement Horizontal hysteretic Input Test iri 0 iri isolated bridge isolation system force Japanese Level LEIBXILE0 LEIBXILE0 LEIBXILE0 LOAD CELL Low Friction Medium Friction Bearings Medium Stiffness non-isolated bridge north pier Pacoima Peak Table Velocity permanent displacement pier shear force restoring force devices Results in Test Rubber Devices Rubber Restoring Force Shaking Table Motion sliding bearings sliding isolation systems south pier Spectrum of Shaking Stiff Piers SW BEARING DISPLACEMENT System Tl-No Table Motion Excited TAFT N21E Taisei Corporation Velocity and Acceleration Vertical Pier Acceleration