Abstract
AbstractEffectiveness of passive and semi‐active seismic response control on a cable‐stayed bridge was studied by numerical analyses. An existing cable‐stayed bridge which has fixed‐hinge connections between deck and towers is modeled and its connections were replaced by isolation bearings and dampers. The isolation bearings are of elastic and hysteretic type. The dampers are of linear and variable type. The variable damper uses semi‐active control that incorporates a pseudo‐negative stiffness algorithm. A pseudo‐negative stiffness hysteretic loop produced by the variable damper, combined with a positive stiffness curve of the deck‐tower connections, creates nearly rigid–perfectly plastic force–deformation characteristics with a large damping ratio. The damping ratio for the main mode of the bridge for both passive and semi‐active control was also calculated. Soil‐structure interaction and three‐dimensional effects on structural responses were studied. Copyright © 2002 John Wiley & Sons, Ltd.
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