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- W771545652 abstract "Base isolation systems are systematically evaluated for aseismic performances of a bridge structure. The pure-friction, laminated rubber bearing, lead rubber bearing, resilient-friction base isolator and electricite de France systems are considered. Sensitivity analyses are carried out to recommend the appropriate ranges of the design parameters such as the natural period of isolated bridge and the friction coefficient of devices. The design parameters are determined by the reciprocal relationship between displacement and bending moment of the bridge in the recommended ranges. Then the relative effectiveness of the bearings is described for the selected design parameters under the three historical earthquake excitations. The peak responses of the bridge with the friction-type bearing, such as the pure-friction, resilient-friction base isolator and electricite de France systems, are less sensitive to substantial variations in the frequency range and the intensity of the ground excitation than those with the rubber-type bearing such as the laminated rubber bearing and lead rubber bearing systems. Furthermore, bridge with the resilient-friction base isolator system shows the smallest peak displacement of deck whereas bridge with the electricite de France system shows the smallest peak bending moment of the lower end of pier." @default.
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- W771545652 date "2003-01-01" @default.
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- W771545652 title "Aseismic Performance Evaluation of Base Isolation Systems for a Bridge" @default.
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