Time-frequency characteristics investigation and numerical reconstruction of seismic-induced track irregularity for high-speed railway bridge-Reference-Cited by-同舟云学术

Time-frequency characteristics investigation and numerical reconstruction of seismic-induced track irregularity for high-speed railway bridge

Published:2023-12 Issue: Volume:58 Page:105359
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Zu Lingzhi,Zhou Wangbao^ORCID,Jiang Lizhong,Yu Jian,Zuo Yongjian,Liu Shaohui,Peng Donghang

Publisher

Elsevier BV

Subject

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

Reference32 articles.

1. Influence of damping on seismic-induced track geometric irregularity spectrum in high-speed railway track-bridge system;Zhou;Soil Dyn. Earthq. Eng.,2023

2. Applicability of existing CRTS II ballastless track-Continuous girder bridge system under near-field transverse rare earthquake;Feng;Eng. Struct.,2022

3. Post-earthquake track irregularity spectrum of high-speed railways continuous girder bridge;Feng;Steel Compos. Struct.,2021

4. Stochastic Transverse Earthquake-Induced Damage Track Irregularity Spectrum Considering the Uncertainty of Track-Bridge System;Feng;Int. J. Struct. Stab. Dyn.,2021

5. An Analytical Solution for the Geometry of High-Speed Railway CRTS Ⅲ Slab Ballastless Track;Liu;Mathematics,2022

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