Damage identification method for tied arch bridge suspender based on quasi-static displacement influence line
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Mechanical Engineering,Aerospace Engineering,Civil and Structural Engineering,Signal Processing,Control and Systems Engineering
Reference48 articles.
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1. A novel damage identification method for arch bridge using symplectic geometry wavelet packet energy;Structures;2024-03
2. Damage Identification Method of Tied-Arch Bridges Based on the Equivalent Thrust-Influenced Line;Structural Control and Health Monitoring;2024-01-09
3. Optimization method for the length of the outsourcing concrete working plane on the main arch rib of a rigid-frame arch bridge based on the NSGA-II algorithm;Structures;2024-01
4. Research on Damage Identification of Arch Bridges Based on Deflection Influence Line Analytical Theory;Buildings;2023-12-19
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