Bayesian System Identification of Rail–Sleeper–Ballast System in Time and Modal Domains: Comparative Study-Reference-Cited by-同舟云学术

Bayesian System Identification of Rail–Sleeper–Ballast System in Time and Modal Domains: Comparative Study

Published:2022-09 Issue:3 Volume:8 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Adeagbo Mujib Olamide¹,Lam Heung-Fai²^ORCID,Chu Yung-Jeh³

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, 83, Tat Chee Ave., Kowloon Tong, Hong Kong SAR.

2. Associate Professor, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, 83, Tat Chee Ave., Kowloon Tong, Hong Kong SAR; Chair Professor (Pengcheng Scholar), School of Civil and Environmental Engineering, Harbin Institute of Technology, Shenzhen 518055, China (corresponding author). ORCID: .

3. Ph.D. Student, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, 83, Tat Chee Ave., Kowloon Tong, Hong Kong SAR.

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/AJRUA6.0001242

Reference41 articles.

1. Adeagbo M. O. and H. F. Lam. 2020. “A feasibility study on damage detection of nonlinear railway ballast by measured vibration of in-situ sleeper.” In Proc. 25th Australasian Conf. on Mechanics of Structures and Materials (ACMSM25) 351–360. Singapore: Springer.

2. Adeagbo M. O. and H. F. Lam. 2021. “Bayesian modeling of axial strain-hardening behaviour in railway ballast.” In Proc. 16th East Asia-Pacific Conf. on Structural Engineering and Construction (EASEC16) 1089–1098. Singapore: Springer.

3. A Bayesian methodology for detection of railway ballast damage using the modified Ludwik nonlinear model

4. Determination of dynamic ballast characteristics under transient impact loading;Aikawa A.;Electron. J. Struct. Eng.,2013

5. Fast Bayesian FFT Method for Ambient Modal Identification with Separated Modes

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