Assessment of railway bridge pier settlement based on train acceleration response using machine learning algorithms-Reference-Cited by-同舟云学术

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Assessment of railway bridge pier settlement based on train acceleration response using machine learning algorithms

Published:2023-06 Issue: Volume:52 Page:598-608
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Abdu Danladi Mamman,Wei Guo,Yang Wang

Funder

National Natural Science Foundation of China

China Earthquake Administration

Publisher

Elsevier BV

Subject

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

Reference56 articles.

1. High-speed railway infrastructure: recent developments and performance;Giannakos;Int J Pavement Eng,2010

2. Dynamic Interaction of Train-Bridge Systems in High-Speed Railways;Xia,2018

3. Assessment of design parameters of a slab track railway system from a dynamic viewpoint;Steenbergen;J Sound Vib,2007

4. Safety threshold of high-speed railway pier settlement based on train-track-bridge dynamic interaction;Chen;Sci China Technol Sci,2015

5. Development of design and construction of high-speed railway bridges in Germany;Kang;Eng Struct,2018

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2. Machine-Learning Applications in Structural Response Prediction: A Review;Practice Periodical on Structural Design and Construction;2024-08

3. Study on uneven settlement and correction of steel frame structures based on numerical simulation method;PLOS ONE;2024-05-24

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