AN EXPERIMENTAL STUDY OF MITIGATION BEHAVIOR OF BALLASTED LADDER TRACK UNDER MOVING TRAIN LOADS

被引：0

作者：

Li, Yulu ^{[1
]}

Ma, Meng ^{[2
,3
]}

Pan, Nanquan ^{[1
]}

Li, Ping ^{[1
]}

机构：

[1] Beijing IKeru Rail Transit Prod Co Ltd, Beijing 100044, Peoples R China

[2] China Acad Railway Sci, State Key Lab Track Technol High Speed Railway, Beijing 100081, Peoples R China

[3] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China

来源：

CONSTRUCTION AND MAINTENANCE OF RAILWAY INFRASTRUCTURE IN COMPLEX ENVIRONMENT | 2014年

关键词：

ladder sleeper; vibration measurement; vibration mitigation; train loads; ballasted track;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Ballasted ladder track is a new type of longitudinal track. In order to investigate its vibration reduction effect, in this paper, a field experiment was carried out on Guangzhou Metro Line 5, where ballasted tracks with both common concrete sleepers and ladder sleepers were installed. Comparison studies in both time domain and frequency domain are performed. Environmental vibration were also analyzed according to the draft version of China Standard of Envoronmental Vibration. The experimental results show that as compared to the ballasted track with common sleeper, the ballasted ladder track has good vibration reduction effect on decreasing the peak value in time history and controlling the vibration responses in low frequencies.

引用

页码：245 / 250

页数：6

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