Damage identification method for tied arch bridge suspender based on quasi-static displacement influence line-Reference-Cited by-同舟云学术

Damage identification method for tied arch bridge suspender based on quasi-static displacement influence line

Published:2023-10 Issue: Volume:200 Page:110518
ISSN:0888-3270
Container-title:Mechanical Systems and Signal Processing
language:en
Short-container-title:Mechanical Systems and Signal Processing

Author:

Fan Congcong^ORCID,Zheng Yuanxun^ORCID,Wang Boli,Zhou Yu,Sun Meng

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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4. Joint deterioration detection based on field-identified lateral deflection influence lines for adjacent box girder bridges;Yang;Struct. Control Health Monit.,2022

5. Vibration-based damage detection in anisotropic laminated composite beams by a shear-deformable finite element and harmony search optimization;Kahya;Struct. Multidiscip. Optim.,2022

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