Impact of Wind Load Characteristics on Computed Bridge Stay-Cable Forces Used for Bridge Health Monitoring
Author:
Affiliation:
1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716 (corresponding author). ORCID: .
2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716.
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-5832
Reference25 articles.
1. Structural Health Monitoring of a Cable-Stayed Bridge Using Regularly Conducted Diagnostic Load Tests
2. Modal identification of output-only systems using frequency domain decomposition
3. Determination of the axial force on stay cables accounting for their bending stiffness and rotational end restraints by free vibration tests
4. Diagnosis of instant and long-term damages in cable-stayed bridges based on the variation of cable forces
5. Investigation of modal damping ratios for stay cables based on stochastic subspace identification with ambient vibration measurements
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