Unified theory for identifying vertical and radial damping ratios of curved bridges by two connected scanning vehicles-Reference-Cited by-同舟云学术

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Unified theory for identifying vertical and radial damping ratios of curved bridges by two connected scanning vehicles

Published:2024-09 Issue: Volume:315 Page:118356
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Yang Y.B.,Liu Y.H.,Xu Hao,Guo D.Z.,Zhou Z.Y.

Funder

Graduate Scientific Research and Innovation Foundation of Chongqing

Science and Technology Program of Gansu Province

China Postdoctoral Science Foundation

Chongqing Science and Technology Commission

China Academy of Space Technology

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference78 articles.

1. Development in vibration-based structural damage detection technique;Yan;Mech Syst Signal Process,2007

2. Vibration-based damage identification methods: a review and comparative study;Fan;Struct Health Monit,2011

3. Review on the new development of vibration-based damage identification for civil engineering structures: 2010-2019;Hou;J Sound Vib,2020

4. A State-of-the-art review on FRF-based structural damage detection: development in last two decades and way forward;Das;Int J Struct Stab Dyn,2022

5. Determining orders of modes sensitive to hinge joint damage in assembled hollow slab bridges;Zhang;J Bridge Eng,2022

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