A two-step methodology for cable force identification-Reference-Cited by-同舟云学术

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A two-step methodology for cable force identification

Published:2020-04 Issue: Volume:472 Page:115201
ISSN:0022-460X
Container-title:Journal of Sound and Vibration
language:en
Short-container-title:Journal of Sound and Vibration

Author:

Zhang Songhan,Shen Ruili,Wang Yuan,De Roeck Guido,Lombaert Geert,Dai Kaoshan

Funder

KU Leuven

China Scholarship Council

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference23 articles.

1. Force identification of prestressed pin-jointed structures;Zhang;Comput. Struct.,2011

2. Uncertainty quantification in the damage assessment of a cable-stayed bridge by means of fuzzy numbers;Degrauwe;Comput. Struct.,2009

3. In-service evaluation of cable-stayed bridges, overview of available methods and findings;Mehrabi;J. Bridge Eng.,2006

4. Stay force estimation in cable-stayed bridges using stochastic subspace identification methods;Zarbaf;J. Bridge Eng.,2017

5. Vibration-based estimation of axial force for a beam member with uncertain boundary conditions;Li;J. Sound Vib.,2013

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2. Joint Identification of Cable Force and Bending Stiffness Using Vehicle-Induced Cable–Beam Vibration Responses;Journal of Bridge Engineering;2024-02

3. Active learning guided automated cable force monitoring based on modified S-transform;Measurement;2024-01

4. A nonlinear finite element framework for static and dynamic analysis of structural cables with deviating supports;Engineering Structures;2023-09

5. A Contibution to the Diagnosis of Submarine Power Cables Using Model-Based Approach;2023 9th International Conference on Control, Decision and Information Technologies (CoDIT);2023-07-03

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