Methods for predicting the ambient vibration and noise resulting from rail transit

被引:13
作者
Lei, Xiaoyan [1 ]
机构
[1] East China Jiaotong Univ, Engn Res Ctr Railway Environm Vibrat & Noise, Minist Educ, Nanchang, Jiangxi, Peoples R China
关键词
Rail transit; ambient vibration and noise; prediction method; vibration and noise reduction; wave-number frequency domain method; combined method based on field tests; numerical method; statistical energy method; GROUND VIBRATION; FINITE-ELEMENT; STRIP LOAD; VICINITY; LAYER;
D O I
10.1177/0954409719881860
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With the rapid development of rail transit and the increase of the train speed, problem of vibration and noise induced by trains has been increasingly standing out and becoming one of the focusing environmental issues by the public. A large number of systematic studies, including theoretical approaches, numerical models, field tests, and control measures, have been carried out by scholars around the world. A series of research findings have been obtained, and many effective vibration and noise reduction technologies and products have been developed. In this paper, a survey of the studies conducted on the methods for predicting the ambient vibration and noise resulting from rail transit is presented, with particular emphasis on the following four kinds of prediction methods, i.e. the wave-number frequency domain method, the combined method based on field tests, the numerical method, and the statistical energy method. Finally, some problems that need further studies are pointed out. It is expected that studies on ambient vibration and noise resulting from rail transit will be ongoing in the days to come, due to the construction boom of rail transit all over the world.
引用
收藏
页码:1054 / 1067
页数:14
相关论文
共 56 条
[1]  
Andersen L, 2002, P 5 EUR C STRUCT DYN, P1131
[2]   STEADY-STATE VIBRATION OF SUBWAY-SOIL-BUILDING SYSTEM [J].
BALENDRA, T ;
CHUA, KH ;
LO, KW ;
LEE, SL .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1989, 115 (01) :145-162
[3]   Prediction and mitigation analyses of ground vibrations induced by high speed train with 3-dimensional finite element method and substructure method [J].
Chen, Feng ;
Takemiya, Hirokazu ;
Huang, Maosong .
JOURNAL OF VIBRATION AND CONTROL, 2011, 17 (11) :1703-1720
[4]   Freefield vibrations due to dynamic loading on a tunnel embedded in a stratified medium [J].
Clouteau, D ;
Arnst, M ;
Al-Hussaini, TM ;
Degrande, G .
JOURNAL OF SOUND AND VIBRATION, 2005, 283 (1-2) :173-199
[5]   Numerical and experimental validation of a hybrid finite element-statistical energy analysis method [J].
Cotoni, Vincent ;
Shorter, Phil ;
Langley, Robin .
JOURNAL OF THE ACOUSTICAL SOCIETY OF AMERICA, 2007, 122 (01) :259-270
[6]   Critical velocities of a harmonic load moving uniformly along an elastic layer [J].
Dieterman, HA ;
Metrikine, A .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1997, 64 (03) :596-600
[7]  
Federal Transit Administration of the United States, 2006, TRANSIT NOISE VIBRAT
[8]  
[冯青松 Feng Qingsong], 2010, [铁道科学与工程学报, Journal of Rail Way Science and Engineering], V7, P1
[9]  
Fujii K., 2005, Quarterly Report of RTRI, V46, P194, DOI 10.2219/rtriqr.46.194
[10]   A 2.5D coupled FE-BE model for the prediction of railway induced vibrations [J].
Galvin, P. ;
Francois, S. ;
Schevenels, M. ;
Bongini, E. ;
Degrande, G. ;
Lombaert, G. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2010, 30 (12) :1500-1512