Enhanced identification of bridge modal parameters using contact residuals from three-connected vehicles: Theoretical study-Reference-Cited by-同舟云学术

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Enhanced identification of bridge modal parameters using contact residuals from three-connected vehicles: Theoretical study

Published:2023-08 Issue: Volume:54 Page:1320-1335
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

He Yi,Yang Judy P.^ORCID,Yan Zhitao

Funder

National Natural Science Foundation of China

Ministry of Science and Technology, Taiwan

National Science and Technology Council

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference55 articles.

1. Review on the new development of vibration-based damage identification for civil engineering structures: 2010–2019;Hou;J Sound Vib,2021

2. Surrogate-assisted finite element model updating for detecting scour depths in a continuous bridge;He;J Comput Sci,2023

3. Active structural vibration control: a review;Alkhatib;The Shock and Vibration Digest,2003

4. System identification methods for (operational) modal analysis: review and comparison;Reynders;Arch Comput Methods Eng,2012

5. Data set from long-term wind and acceleration monitoring of the Hardanger bridge;Fenerci;J Struct Eng,2021

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1. Theoretical study of extracting modal frequencies and hinge joint stiffness for thin-walled assembled multi-girder bridges from 3D vehicle;Thin-Walled Structures;2024-12

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3. Footbridge damage detection using smartphone-recorded responses of micromobility and convolutional neural networks;Automation in Construction;2024-10

4. An enhanced indirect modal identification procedure for bridges based on the dynamic response of moving vehicles;Journal of Sound and Vibration;2024-10

5. Modal Identification of a Bridge Using the Vibration Response of a Passing Vehicle Combining VMD and TKEO;Journal of The Institution of Engineers (India): Series A;2024-06-17

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