A Two-Step FE Model Updating Approach for System and Damage Identification of Prestressed Bridge Girders
Author:
Affiliation:
1. Department of Civil and Environmental Engineering, University of Nevada, Reno, NV 89557, USA
2. Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095, USA
3. SC Solutions Inc., Sunnyvale, CA 94085, USA
Abstract
Funder
the United States Department of Transportation Small Business Innovative Research (SBIR) program Phase II
Publisher
MDPI AG
Subject
Building and Construction,Civil and Structural Engineering,Architecture
Link
https://www.mdpi.com/2075-5309/13/2/420/pdf
Reference77 articles.
1. Damage Detection and Decreased Load-Carrying Capacity Assessment of a Vertical-Lift Steel Truss Bridge;Shahsavari;J. Perform. Constr. Facil.,2020
2. (2022, May 01). ASCE. Available online: https://infrastructurereportcard.org/cat-item/bridges/.
3. Friswell, M., and Mottershead, J. (1995). Finite Element Model Updating in Structural Dynamic, Springer.
4. Finite element model updating of a small scale bridge;Zapico;J. Sound Vib.,2003
5. Multiscale modeling and model updating of a cable-stayed bridge. II: Model updating using modal frequencies and influence lines;Xiao;J. Bridg. Eng.,2015
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