Operationalmodal analysis of a high-speed railway bridge: the Jalon viaduct

被引：0

作者：

He, Leqia ^{[1
]}

Qin, Shiqiang ^{[1
,4
]}

Bui, Tien-Thanh ^{[1
]}

Reynders, Edwin ^{[1
]}

Cuadrado, Manuel ^{[3
]}

Museros, Pedro ^{[2
]}

De Roeck, Guido ^{[1
]}

机构：

[1] Katholieke Univ Leuven, Dept Civil Engn, Struct Mech Div, Kasteelpk Arenberg 40, B-3001 Leuven, Belgium

[2] Univ Politecn Valencia, Dept Continuum Mech & Theory Struct, E-46022 Valencia, Spain

[3] Fdn Caminos de Hierro Invest & Ingn Ferroviaria, Madrid 28002, Spain

[4] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Sichuan, Peoples R China

来源：

PROCEEDINGS OF INTERNATIONAL CONFERENCE ON NOISE AND VIBRATION ENGINEERING (ISMA2012) / INTERNATIONAL CONFERENCE ON UNCERTAINTY IN STRUCTURAL DYNAMICS (USD2012) | 2012年

关键词：

DAMAGE IDENTIFICATION; Z24;

D O I：

暂无

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

The Jalon viaduct is a six-span box girder railway bridge for high-speed trains at Calatayud, Spain. An extensive vibration measurement campaign was performed in order to design a permanent vibration monitoring system. Natural frequencies, damping ratios and mode shapes are extracted from the measured vibration data. Both the ambient vibration data and the free vibration data obtained directly after the passage of a high-speed train provide the results with good accuracy. The bridge dynamics are investigated through the tuning of a finite element model based on the experimental modal data.

引用

页码：1073 / 1087

页数：15

共 50 条

[1] Operationalmodal analysis of a high-speed railway bridge: The jalón viaduct
He, Leqia
Qin, Shiqiang
Bui, Tien-Thanh
Reynders, Edwin
Cuadrado, Manuel
Museros, Pedro
De Roeck, Guido
International Conference on Noise and Vibration Engineering 2012, ISMA 2012, including USD 2012: International Conference on Uncertainty in Structure Dynamics, 2012, 2 : 1073 - 1088
[2] Float viaduct - a high-speed rail bridge replacement
Hackney, M
Stocks, A
Dodgson, C
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CIVIL ENGINEERING, 2002, 150 (01) : 22 - 28
[3] Modeling and analysis of traction network of high-speed railway tunnel/viaduct sections
Zhang, Gui-Nan
Liu, Zhi-Gang
Guo, Xiao-Xu
Gao, Shi-Bin
Tiedao Xuebao/Journal of the China Railway Society, 2015, 37 (11): : 16 - 24
[4] Integral Bridge for High-Speed Railway
Rodriguez, Javier
Martinez, Francisco
Marti, Joaquin
STRUCTURAL ENGINEERING INTERNATIONAL, 2011, 21 (03) : 297 - 303
[5] Dynamic analysis of railway bridge under high-speed trains
Xia, H
Zhang, N
COMPUTERS & STRUCTURES, 2005, 83 (23-24) : 1891 - 1901
[6] Vertical Resonance Analysis of Vehicle and Bridge on High-Speed Railway
Gao, Mangmang
Yang, Jingjing
Li, Guolong
Sun, Xianfu
Wang, Yunlu
ADVANCES IN DYNAMICS OF VEHICLES ON ROADS AND TRACKS III, VOL 1, IAVSD 2023, 2025, : 671 - 678
[7] Experimental analysis of railway bridge under high-speed trains
Xia, H
Zhang, N
Gao, R
JOURNAL OF SOUND AND VIBRATION, 2005, 282 (1-2) : 517 - 528
[8] An Empirical Path Loss Model and Fading Analysis for High-Speed Railway Viaduct Scenarios
He, Ruisi
Zhong, Zhangdui
Ai, Bo
Ding, Jianwen
IEEE ANTENNAS AND WIRELESS PROPAGATION LETTERS, 2011, 10 : 808 - 812
[9] Viaduct over River Ulla: An Outstanding Composite (Steel and Concrete) High-Speed Railway Viaduct
Millanes Mato, Francisco
Ortega Cornejo, Miguel
Matute Rubio, Luis
STRUCTURAL ENGINEERING INTERNATIONAL, 2014, 24 (01) : 131 - 136
[10] Viaduct over river Ulla: An outstanding composite (steel and concrete) high-speed railway Viaduct
Mato, Francisco Millanes
Cornejo, Miguel Ortega
Rubio, Luis Matute
Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 2014, 24 (01): : 131 - 136

← 1 2 3 4 5 →