Probability analysis of train-bridge coupled system considering track irregularities and parameter uncertainty-Reference-Cited by-同舟云学术

Probability analysis of train-bridge coupled system considering track irregularities and parameter uncertainty

Published:2021-05-13 Issue: Volume: Page:1-18
ISSN:1539-7734
Container-title:Mechanics Based Design of Structures and Machines
language:en
Short-container-title:Mechanics Based Design of Structures and Machines

Author:

Liu Xiang¹^ORCID,Jiang Lizhong¹²^ORCID,Xiang Ping¹²^ORCID,Lai Zhipeng¹²^ORCID,Liu Lili¹,Cao Shanshan³,Zhou Wen¹⁴

Affiliation:

1. School of Civil Engineering, Central South University, Changsha, Hunan, China

2. National Engineering Laboratory for High-speed Railway Construction, Changsha, China

3. Guangdong Transportation Technology Testing Co., Ltd, Guangzhou, China

4. China Railway Guangzhou Engineering Group Co., Ltd, Guangzhou, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Condensed Matter Physics,Aerospace Engineering,Automotive Engineering,General Mathematics,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15397734.2021.1911665

Reference53 articles.

1. Derailment and Dynamic Analysis of Tilting Railway Vehicles Moving Over Irregular Tracks Under Environment Forces

2. Exact nonstationary responses of rectangular thin plate on Pasternak foundation excited by stochastic moving loads

3. Direct probability integral method for stochastic response analysis of static and dynamic structural systems

4. Theoretical method of determining pier settlement limit value for China’s high-speed railway bridges considering complete factors

5. Study on the safe value of multi-pier settlement for simply supported girder bridges in high-speed railways

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