A decentralized model reference controller is designed to reduce the magnitude of the transversal vibration of a flexible cable-stayed beam structure induced by a seismic excitation. The controller design is made based on the principle of sliding mode such that a priori knowledge
Article
English
Cables -- Vibració; Control automàtic; Esforç i tensió; Ponts -- Efectes sísmics; Ponts -- Vibració; Automatic control; Bridges -- Earthquake effects; Bridges -- Vibration
IEEE
info:eu-repo/semantics/altIdentifier/doi/10.1109/ACC.1999.786229
info:eu-repo/semantics/altIdentifier/isbn/0-7803-4990-3
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