Dynamic analysis of train-bridge system and its application in steel girder reinforcement

被引：38

作者：

Xia, H

De Roeck, G ^{[1
]}

Zhang, HR

Zhang, N

机构：

[1] Katholieke Univ Leuven, Dept Civil Engn, B-3001 Heverlee, Belgium

[2] No Jiaotong Univ, Sch Civil Engn & Architecture, Beijing 100044, Peoples R China

来源：

COMPUTERS & STRUCTURES | 2001年 / 79卷 / 20-21期

基金：

中国国家自然科学基金;

关键词：

train-bridge system; dynamic interaction; computer simulation; AR model; bridge reinforcement; field test;

D O I：

10.1016/S0045-7949(01)00115-8

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

In this paper, a spatial dynamic analysis model for the train-bridge system under random excitations was established. The random excitations were analyzed and generated by the time series autoregressive model from the experimentally measured wheel accelerations. The whole histories of the train running on the bridges were simulated on computer. The responses of bridges were calculated and statistically studied. Based on the calculation results, the reinforcement schemes for steel girders were designed and some of them were applied to real bridges. The field-tests were carried out before and after the bridge reinforcement. The measured data from the tests proved the effectiveness of the reinforcement schemes. (C) 2001 Elsevier Science Ltd. All rights reserved.

引用

页码：1851 / 1860

页数：10

共 20 条

[11]

RICHARDSON HH, 1974, J DYNAMIC SYSTEMS ME, V96, P169

[12] NUMERICAL-ANALYSIS OF VIBRATION OF BEAMS SUBJECTED TO MOVING LOADS [J].