[HTML][HTML] Research status and prospect of wind-vehicle-bridge coupling vibration system

W Han, X Liu, X Guo, S Chen, G Yang, H Liu - Journal of traffic and …, 2022 - Elsevier
To promote and develop the theoretical basis and application of the wind-vehicle-bridge
coupling vibration system, the corresponding research status and prospects are reviewed …

Maximum probabilistic and dynamic traffic load effects on short-to-medium span bridges

N Lu, H Wang, K Wang, Y Liu - Computer Modeling in …, 2021 - ingentaconnect.com
The steadily growing traffic load has resulted in lots of bridge collapse events over the past
decades, especially for short-to-medium span bridges. This study investigated probabilistic …

Structural sensing with deep learning: Strain estimation from acceleration data for fatigue assessment

NS Gulgec, M Takáč, SN Pakzad - Computer‐Aided Civil and …, 2020 - Wiley Online Library
Many of the civil structures experience significant vibrations and repeated stress cycles
during their life span. These conditions are the bases for fatigue analysis to accurately …

Green's functions of the forced vibration of Timoshenko beams with damping effect

XY Li, X Zhao, YH Li - Journal of Sound and Vibration, 2014 - Elsevier
This paper is concerned with the dynamic solutions for forced vibrations of Timoshenko
beams in a systematical manner. Damping effects on the vibrations of the beam are taken …

Modeling stochastic live load for long-span bridge based on microscopic traffic flow simulation

SR Chen, J Wu - Computers & Structures, 2011 - Elsevier
A general framework of modeling the stochastic live load from traffic for a long-span bridge is
developed. The cellular automaton (CA) traffic flow simulation technique is adopted to …

Dynamic performance simulation of long-span bridge under combined loads of stochastic traffic and wind

SR Chen, J Wu - Journal of Bridge Engineering, 2010 - ascelibrary.org
Slender long-span bridges exhibit unique features which are not present in short and
medium-span bridges such as higher traffic volume, simultaneous presence of multiple …

Corrosion fatigue analysis of stay cables under combined loads of random traffic and wind

C Jiang, C Wu, CS Cai, X Jiang, W Xiong - Engineering Structures, 2020 - Elsevier
After the failure of their protection system, stay cables may subject to environmental
corrosion and fatigue loading simultaneously. To study the cable safety during the bridge …

Simplified vehicle–bridge interaction for medium to long-span bridges subject to random traffic load

S Sadeghi Eshkevari, TJ Matarazzo… - Journal of Civil Structural …, 2020 - Springer
This study introduces a simplified model for bridge–vehicle interaction for medium-to long-
span bridges subject to random traffic loads. Previous studies have focused on calculating …

基于元胞自动机微观模拟的随机车流与桥梁耦合振动数值研究

周军勇, 苏建旭, 齐飒 - 工程力学, 2021 - engineeringmechanics.cn
将经典车桥耦合振动理论与最新提出的多轴单元胞自动机(MSCA) 微观车流荷载模拟方法进行
融合, 形成了一种精细化的随机车流与桥梁耦合振动数值分析方法. 介绍了该研究所采用的车桥 …

Fatigue analysis of stay cables on the long-span bridges under combined action of traffic and wind

C Jiang, C Wu, CS Cai, W Xiong - Engineering Structures, 2020 - Elsevier
This paper presents a framework for the fatigue analysis of stay cables under combined
action of traffic and wind. The North Channel Bridge (NCB) of Hangzhou Bay Bridge in …