Role of Cable Forces in the Model Updating of Cable-Stayed Bridges-Reference-Cited by-同舟云学术

Role of Cable Forces in the Model Updating of Cable-Stayed Bridges

Published:2023-07 Issue:7 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Aloisio Angelo¹,Pasca Dag Pasquale²,Rosso Marco Martino³^ORCID,Briseghella Bruno⁴

Affiliation:

1. Dept. of Civil, Construction-Architectural and Environmental Engineering, Univ. of L’Aquila, via Giovanni Gronchi n.18, L’Aquila 67100, Italy.

2. Norsk Treteknisk Institutt (Norwegian Institute of Wood Technology), Børrestuveien 3, 0373 Oslo, Norway.

3. Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Corso Duca degli Abruzzi, 24, Turin 10128, Italy (corresponding author). ORCID: .

4. College of Civil Engineering, Fuzhou Univ., No. 2 Xue Yuan Road, 350108 Fuzhou, Fujian Province, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6168

Reference103 articles.

1. Fully nonlinear analysis of composite girder cable-stayed bridges

2. Bending Stiffness Identification of Simply Supported Girders using an Instrumented Vehicle: Full Scale Tests, Sensitivity Analysis, and Discussion

3. Sensitivity analysis of subspace-based damage indicators under changes in ambient excitation covariance, severity and location of damage

4. Indirect assessment of concrete resistance from FE model updating and Young’s modulus estimation of a multi-span PSC viaduct: Experimental tests and validation

5. Experimental and Analytical Investigation into the Effect of Ballasted Track on the Dynamic Response of Railway Bridges under Moving Loads

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