Load-Carrying Capacity Assessment of an Existing Highway Bridge Based on Hybrid Finite-Element Model Updating-Reference-Cited by-同舟云学术

Load-Carrying Capacity Assessment of an Existing Highway Bridge Based on Hybrid Finite-Element Model Updating

Published:2022-06 Issue:3 Volume:36 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Xin Yu¹,Li Jun²^ORCID,Wang Xiangyu³,Hampson Keith⁴

Affiliation:

1. Lecturer, College of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, China; formerly, Ph.D. Candidate, Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin Univ., Kent St., Bentley, WA 6102, Australia.

2. Associate Professor, Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin Univ., Kent St., Bentley, WA 6102, Australia (corresponding author). ORCID: .

3. Professor, Australasian Joint Research Centre for Building Information Modelling, School of Design and the Built Environment, Curtin Univ., Bentley, WA 6102, Australia.

4. Professor, Sustainable Built Environment National Research Centre, Curtin Univ., Bentley, WA 6102, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001729

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4. Modal Testing, Finite-Element Model Updating, and Dynamic Analysis of an Arch Type Steel Footbridge

5. Bayesian Updating of Structural Models and Reliability using Markov Chain Monte Carlo Simulation

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