Pounding mitigation of a short-span cable-stayed bridge using a new hybrid passive control system

DOI10.1016/J.ENGANABOUND.2021.10.020OpenAlexW3215689785MaRDI QIDQ2058178

Hamid Mohammad-Sedighi, Ahad Javanmardi, Zainah Ibrahim, Khaled Ghaedi, Alireza Tabrizikahou, Fuyun Huang, Mieczyslaw S. Kuczma

Publication date: 7 December 2021

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2021.10.020

zbMATH Keywords

nonlinear dynamic analysiscable-stayed bridgesseismic performanceearthquake-induced poundinghybrid passive control system

Mathematics Subject Classification ID

Systems theory; control (93-XX) Geophysics (86-XX)

Related Items (1)

Special issue of \textit{Engineering Analysis with Boundary Elements}: Computational approaches to mechanical response analysis of structures at diverse scales

Cites Work

• Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings

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