Theoretical analysis of long floating slab track (Part II) - Receptance

被引：0

作者：

Liu, Xue-Wen ^{[1
]}

Wu, Chuan ^{[2
]}

Xie, Jun ^{[3
]}

Huang, Xing-Chun ^{[2
]}

机构：

[1] College of Fundamental Studies, Shanghai University of Engineering Science, Shanghai 201620, China

[2] School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China

[3] Department of Electronic Information Engineering, Nanchang University, Nanchang 330031, China

来源：

Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics | 2009年 / 26卷 / 06期

关键词：

Railroad tracks - Vibration analysis;

D O I：

暂无

中图分类号：

U2 [铁路运输];

学科分类号：

摘要：

Floating slab track (FST) is one of the most effective countermeasures for reducing vibration induced by moving train. FST is divided into short FST (SFST) and long FST (LFST) according to the length of FST. The length of which is above 15 meters is called long floating slab track. With rail and fasteners, the structures could be treated as a Double-decked isolation system, and the formula of transmissibility of the isolation system was deduced using the receptance method. Using the receptance method, three new proposed structures parameters of FST, mass ratio, stiffness ratio and damping ratio, were deeply investigated to evaluate the effect of isolation function of the Double-decked isolation system with different structure form. And proposal values of these three ratios are given here to define the most suitable form of FST when the others values of rail and fasteners are known as actual ones.

引用

页码：924 / 927

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