Mass-normalized mode shape identification method for bridge structures using parking vehicle-induced frequency change-Reference-Cited by-同舟云学术

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Mass-normalized mode shape identification method for bridge structures using parking vehicle-induced frequency change

Published:2018-03-25 Issue:6 Volume:25 Page:e2174
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Struct Control Health Monit

Author:

He Wen-Yu¹^ORCID,Ren Wei-Xin¹,Zuo Xiao-Han¹

Affiliation:

1. Department of Civil Engineering; Hefei University of Technology; Hefei Anhui Province 230009 China

Funder

Ministry of Science and Technology of the People's Republic of China

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Civil structure condition assessment by FE model updating:

2. Experimental and analytical studies on dynamic characteristics of a large span cable-stayed bridge

3. The sensitivity method in finite element model updating: A tutorial

4. A Summary Review of Vibration-Based Damage Identification Methods

5. Structural Damage Identification using Modal Data. I: Simulation Verification

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1. Indirect bridge modal identification enhanced by iterative vehicle response demodulation;Mechanical Systems and Signal Processing;2025-01

2. Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors;Engineering Structures;2024-10

3. Research on Indirect Influence-Line Identification Methods in the Dynamic Response of Vehicles Crossing Bridges;Applied Sciences;2024-09-03

4. A Robotic Automated Solution for Operational Modal Analysis of Bridges with High-Resolution Mode Shape Recovery;Journal of Structural Engineering;2024-08

5. Dynamics of bridges during proof load tests and determination of mass-normalized mode shapes from OMA;Engineering Structures;2024-07

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