Localization and quantification of partial cable damage in the long-span cable-stayed bridge using the abnormal variation of temperature-induced girder deflection

2018 ◽  
Vol 26 (1) ◽  
pp. e2281 ◽  
Author(s):  
Gaoxin Wang ◽  
Jihong Ye
Keyword(s):  
Cable Stayed Bridge ◽  
Long Span ◽  
Cable Damage ◽  
Abnormal Variation

Damage Diagnosis of Cable of Large Span Cable-Stayed Bridge Based on the Support Vector Machine

2012 ◽  
Vol 190-191 ◽  
pp. 958-961
Author(s):  
Dong Mei Tan ◽  
Wei Lian Qu ◽  
Jian Bo Zhang ◽  
Guang Qiong Wei ◽  
Jia Liu
Keyword(s):  
Support Vector Machine ◽  
Natural Frequency ◽  
Natural Frequencies ◽  
Damage Model ◽  
Damage Effect ◽  
Support Vector ◽  
Cable Stayed Bridge ◽  
Long Span ◽  
Cable Damage ◽  
Different Levels

The dynamic characteristic of cable damage is calculated of Tianxingzhou long-span cable-stayed bridge. Firstly, a normalized natural frequency is defined and the affection of cable damage on normalized natural frequency is analyzed. Through comparative studies came to the following conclusion: the damage effect on the natural frequencies of different levels of cable mode are essential differences, thus establishing a description of cable damage model based on support vector machine, the different damage cases are used to train and recognize. The numerical example shows that the method can be effectively used to identify the damage of cable of long-span cable-stayed bridge.

Random dynamic analysis on a high-speed train moving over a long-span cable-stayed bridge

2021 ◽  
pp. 1-21
Author(s):  
Senrong Wang ◽  
Jun Luo ◽  
Shengyang Zhu ◽  
Zhaoling Han ◽  
Guotang Zhao
Keyword(s):  
Dynamic Analysis ◽  
High Speed ◽  
High Speed Train ◽  
Cable Stayed Bridge ◽  
Long Span

Structure-borne noise from long-span steel truss cable-stayed bridge under damping pad floating slab: Experimental and numerical analysis

2020 ◽  
Vol 157 ◽  
pp. 106988 ◽  
Author(s):  
Lin Liang ◽  
XiaoZhen Li ◽  
Jing Zheng ◽  
KangNing Lei ◽  
Hongye Gou
Keyword(s):  
Numerical Analysis ◽  
Cable Stayed Bridge ◽  
Long Span ◽  
Steel Truss

Dynamic Characteristics of a Long-Span Cable-Stayed Bridge

2011 ◽  
Vol 480-481 ◽  
pp. 1496-1501
Author(s):  
Liu Hui
Keyword(s):  
Finite Element ◽  
Dynamic Characteristics ◽  
Iteration Method ◽  
Natural Frequencies ◽  
Element Model ◽  
Vibration Modes ◽  
Cable Stayed Bridge ◽  
Long Span ◽  
Subspace Iteration ◽  
Floating System

In order to study the dynamic characteristics of a super-long-span cable-stayed bridge which is semi-floating system, the spatial finite element model of this cable-stayed bridge was established in ANSYS based on the finite element theory.Modal solution was conducted using subspace iteration method, and natural frequencies and vibration modes were obtained.The dynamic characteristics of this super-long-span cable-stayed bridge were then analyzed.Results showed that the super-long-span cable-stayed bridge of semi-floating system has long basic cycle, low natural frequencies, dense modes and intercoupling vibration modes.

Dynamic Property Evaluation of a Long-Span Cable-Stayed Bridge (Sutong Bridge) by a Bayesian Method

2018 ◽  
Vol 19 (01) ◽  
pp. 1940010 ◽  
Author(s):  
Yan-Chun Ni ◽  
Qi-Wei Zhang ◽  
Jian-Feng Liu
Keyword(s):  
Natural Frequency ◽  
Dynamic Characteristics ◽  
Structural Damage ◽  
Dynamic Properties ◽  
Modal Identification ◽  
Modal Parameters ◽  
Modal Parameter ◽  
Cable Stayed Bridge ◽  
Long Span ◽  
Sutong Bridge

Modal identification aims at identifying the dynamic properties including natural frequency, damping ratio, and mode shape, which is an important step in further structural damage detection, finite element model updating, and condition assessment. This paper presents the work on the investigation of the dynamic characteristics of a long-span cable-stayed bridge-Sutong Bridge by a Bayesian modal identification method. Sutong Bridge is the second longest cable-stayed bridge in the world, situated on the Yangtze River in Jiangsu Province, China, with a total length of 2 088[Formula: see text]m. A short-term nondestructive on-site vibration test was conducted to collect the structural response and determine the actual dynamic characteristics of the bridge before it was opened to traffic. Due to the limited number of sensors, multiple setups were designed to complete the whole measurement. Based on the data collected in the field tests, modal parameters were identified by a fast Bayesian FFT method. The first three modes in both vertical and transverse directions were identified and studied. In order to obtain modal parameter variation with temperature and vibration levels, long-term tests have also been performed in different seasons. The variation of natural frequency and damping ratios with temperature and vibration level were investigated. The future distribution of the modal parameters was also predicted using these data.

Multimode flutter of long-span cable-stayed bridge based on 18 experimental aeroelastic derivatives

2008 ◽  
Vol 96 (1) ◽  
pp. 83-102 ◽  
Author(s):  
Shambhu Sharan Mishra ◽  
Krishen Kumar ◽  
Prem Krishna
Keyword(s):  
Cable Stayed Bridge ◽  
Long Span
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