A novel acceleration-based approach for monitoring the long-term displacement of bridge cables

DOI10.1142/S0219455423500530zbMATH Open1537.74155MaRDI QIDQ6538165

Hui Gao, Hao Wang, Han Zhang, Zong Hai, Yiming Zhang, Youhao Ni, Xiaojie Zhu, Jianxiao Mao

Publication date: 14 May 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

monitoringlong-termacceleration-based approachbridge cablesdisplacement estimation

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)

Cites Work

• GEOMETRIC NONLINEAR ANALYSIS OF CABLE STRUCTURES WITH A TWO-NODE CABLE ELEMENT BY GENERALIZED DISPLACEMENT CONTROL METHOD
• Vortex-induced vibrations of a circular cylinder at low Reynolds numbers
• Tension force estimation of cables with two intermediate supports
• Optimal design of dampers for multi-mode cable vibration control based on genetic algorithm
• A new damage index based on statistical features, PCA, and Mahalanobis distance for detecting and locating cables loss in a cable-stayed bridge
• Sensitivity analysis of cable parameters on tension of a suspended cable under combination resonances
• Bifurcation and chaotic analysis for cable vibration of a cable-stayed bridge

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