Semi-active vibration control of smart isolated highway bridge structures using replicator dynamics. (1st May 2019)

• Record Type: Journal Article
• Authors: Gutierrez Soto, Mariantonieta; Adeli, Hojjat
• Is Part Of: Engineering structures. Volume 186(2019)
• Page Start: 536
• Page End: 552
• Publication Date: 2019-05-01
• Subjects: Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2019.02.031
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Novel control method based on game theory and replicator dynamic for bridge structure. Hybrid control strategy combines isolation system with semi-active control devices. Resource allocation based on evolutionary game theory concept of replicator dynamics. The data-driven control methodology is compared with conventional control algorithms. Benchmark example based on a real bridge subjected to historical earthquake loading. Abstract: In the past two decades, passive control strategies using isolation and fluid dampers have been employed for the seismic protection of bridge highway structures. The isolation vibration control, however, lacks the adaptability to react in real-time for changes during unpredictable earthquake loadings. This research advances the idea of combining the conventional passive control (base isolation) with a semi-active or active control system to create the next generation of smart bridge structures. A novel control algorithm based on the evoluationary game theory concept of replicator dynamics is investigated for vibration reduction of highway bridge structures equipped with both a passive isolation system and semi-active control devices subjected to earthquake loadings. The proposed methodology is evaluated by application to a benchmark example based on Interstate 5 overcrossing California State Route 91 (abbreviated as 91/5) bridge in southern California subjected to near-field historical earthquake excitations. Substantial reduction in mid-span displacement is achieved compared with the conventional base-isolated bridge.