Operationalmodal analysis of a high-speed railway bridge: The jalón 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] Structural Mechanics Division, Dept. of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40, B-3001 Leuven, Belgium
[2] Dept. Continuum Mechanics and Theory of Structures, Universitat Politècnica de Valencia, 46022 Valencia, Spain
[3] Fundación Caminos de Hierro para la Investigación y la Ingeniería Ferroviaria, C/ Serrano 160, 28002 Madrid, Spain
[4] School of civil engineering, Southwest Jiaotong University, Chengdu, 610031, China
来源：
International Conference on Noise and Vibration Engineering 2012, ISMA 2012, including USD 2012: International Conference on Uncertainty in Structure Dynamics | 2012年 / 2卷
关键词：
Compilation and indexing terms; Copyright 2025 Elsevier Inc;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Box girder bridges - Railroad bridges - Vibration measurement - Finite element method - Modal analysis - Railroad cars - Bridge decks - Railroad transportation - Structural dynamics
引用
收藏
页码：1073 / 1088
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