Vibration Serviceability Assessment for Pedestrian Bridges Based on Model Falsification-Reference-Cited by-同舟云学术

Vibration Serviceability Assessment for Pedestrian Bridges Based on Model Falsification

Published:2021-03 Issue:3 Volume:26 Page:05020012
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Cao Wen-Jun¹^ORCID,Koh C. G.²^ORCID,Smith I. F. C.³

Affiliation:

1. Researcher, ETH Zurich, Future Cities Laboratory, Singapore-ETH Centre, # 06-01, CREATE Tower, 1 Create Way, 138602 Singapore (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, 1 Engineering Drive 2, 117576 Singapore. ORCID: .

3. Professor, Applied Computing and Mechanics Laboratory (IMAC), School of Architecture, Civil and Environmental Engineering (ENAC), Swiss Federal Institute of Technology (EPFL), GC G1 507, Station 18, CH-1015 Lausanne, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001673

Reference48 articles.

1. Ambient vibration testing and updating of the finite element model of a simply supported beam bridge

2. Fast Bayesian ambient modal identification in the frequency domain, Part I: Posterior most probable value

3. Fast Bayesian ambient modal identification in the frequency domain, Part II: Posterior uncertainty

4. Operational Modal Analysis

5. Updating Models and Their Uncertainties. I: Bayesian Statistical Framework

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