Latest advances in finite element modelling and model updating of cable-stayed bridges

T Sharry, H Guan, A Nguyen, E Oh, N Hoang - Infrastructures, 2022 - mdpi.com
As important links in the transport infrastructure system, cable-stayed bridges are among the
most popular candidates for implementing structural health monitoring (SHM) technology …

Phase I benchmark control problem for seismic response of cable-stayed bridges

SJ Dyke, JM Caicedo, G Turan… - Journal of Structural …, 2003 - ascelibrary.org
This paper presents the problem definition for the first generation of benchmark structural
control problems for cable-stayed bridges. The benchmark problem is based on the Bill …

Phase II benchmark control problem for seismic response of cable‐stayed bridges

JM Caicedo, SJ Dyke, SJ Moon… - Journal of Structural …, 2003 - Wiley Online Library
This paper presents the problem definition for the second generation of benchmark
structural control problems for cable‐stayed bridges. The goal of this study is to provide a …

Active/robust control of longitudinal vibration response of floating-type cable-stayed bridge induced by train braking and vertical moving loads

J Liu, WL Qu, YL Pi - Journal of Vibration and Control, 2010 - journals.sagepub.com
The active/robust control of the longitudinal vibration response of the deck of floating-type
cable-stayed bridges induced by train braking and vertical moving loads has been …

Intelligent control for braking-induced longitudinal vibration responses of floating-type railway bridges

WL Qu, SQ Qin, JW Tu, J Liu, Q Zhou… - Smart Materials and …, 2009 - iopscience.iop.org
This paper presents an intelligent control method and its engineering application in the
control of braking-induced longitudinal vibration of floating-type railway bridges. Equations …

[图书][B] Comportamiento sísmico de puentes atirantados y disipación de la energía adicional: un estado del conocimiento

G Valdebenito, ÁC Aparicio Bengoechea - 2005 - upcommons.upc.edu
Comportamiento Sísmico de Puentes Atirantados y Disipación de Energía Adicional: Un
Estado del Conocimiento Page 1 CENTRO INTERNACIONAL DE METODOS NUMERICOS EN …

[PDF][PDF] Application of ARMAV for modal identification of the Emerson Bridge

W Song, D Giraldo, EH Clayton, SJ Dyke… - Proceedings of the …, 2006 - researchgate.net
Modal identification is performed on measured data from the well known cablestayed bridge
(Bill Emerson Memorial Bridge). The ARMAV technique is employed to analyze the recorded …

[引用][C] 公路桥梁板式橡胶支座的病害及维修方法

乔乃洪, 陈向辉 - 交通运输工程与信息学报, 2006

[引用][C] 润扬大桥北汊斜拉桥的动力分析模型和动力特性的研究

刘云, 钱振东 - 交通运输工程与信息学报, 2006

[引用][C] 无背索矮塔斜拉桥地震性能分析

陈丽军, 张朝阳 - 公路工程, 2012