Tram Type Influence on the Frequency Spectrum Character of the Subsoil Dynamic Response

This article deals with the results of the experimental seismic measurement using a standard seismic in situ station on a rock mass where the influence of the type of the trams passing on the frequency spectrum characteristics, the bandwidth and the maximum peaks was monitored. The goal of presented experimental measurement was to verify whether it is possible to find common patterns for individual types of tram cars in the frequency spectra using standard equipment for seismic measurements. The results show that in the spectrums certain characteristics can be traced, which are common to both a particular type of tram and a common group of tram types historically or structurally derived from each other. Streszczenie. W artykule przedstawiono badania sejsmiczne związane z przejazdem różnych typów tramwajów. Przedstawiono charakterystyki widmowe oraz monitorowano pasmo częstotliwości. Ekspeyment wykazał że każdy z pojazdów jak również każdy typ pojazdu ma typową dla siebie charakterystykę sejsmiczną. Badania sejsmicznych charaterystyk widmowych różnych typów pojazdów szynowych

[1]  Georges Kouroussis,et al.  BUILDING VIBRATIONS INDUCED BY RAILWAYS: AN ANALYSIS OF COMMONLY USED EVALUATION STAN- DARDS , 2014 .

[2]  Gianluca Gatti,et al.  On the target frequency for harvesting energy from track vibrations due to passing trains , 2019, Mechanical Systems and Signal Processing.

[3]  M. Crispino,et al.  Measurement and Prediction of Traffic-Induced Vibrations in a Heritage Building , 2001 .

[4]  Geert Degrande,et al.  FREE FIELD VIBRATIONS DURING THE PASSAGE OF A THALYS HIGH-SPEED TRAIN AT VARIABLE SPEED , 2001 .

[5]  Piotr Tucholka Tracing seismic surface waves induced by road traffic in urban environment: example of st. Catherine's church hill in Warsaw , 2008 .

[6]  Z. Kaláb,et al.  Evaluation of seismic effect of traffic-induced vibrations , 2015 .

[7]  Dong-Soo Kim,et al.  Propagation and Attenuation Characteristics of Various Ground Vibrations , 2000 .

[8]  Yimin Wang,et al.  Train-induced field vibration measurements of ground and over-track buildings. , 2017, The Science of the total environment.

[9]  Masoud Sanayei,et al.  Measurement of building foundation and ground-borne vibrations due to surface trains and subways , 2013 .

[10]  Georges Kouroussis,et al.  Railway-induced ground vibrations – a review of vehicle effects , 2014 .

[11]  R. Nateghi,et al.  Control negative effects of blasting waves on concrete of the structures by analyzing of parameters of ground vibration , 2009 .

[12]  Laurent Van Parys,et al.  Prediction of Ground Vibrations Induced by Urban Railway Traffic: An Analysis of the Coupling Assumptions Between Vehicle, Track, Soil, and Buildings , 2013 .

[13]  Martin Stolárik,et al.  Analysis of Load of the Tunnel Definitive Lining due to Vibrations of Various Sources , 2014 .

[14]  Kai Wei,et al.  Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track , 2015 .

[15]  Jan Nedoma,et al.  Fiber-optic Bragg Sensors for the Rail Applications , 2016 .

[16]  Yimin Wang,et al.  Measurement of ground and nearby building vibration and noise induced by trains in a metro depot. , 2015, The Science of the total environment.

[17]  N. Zhang,et al.  Experimental study of train-induced vibrations of environments and buildings , 2005 .

[18]  Stjepan Lakusic,et al.  Rail traffic noise and vibration mitigation measures in urban areas , 2012 .

[19]  G Kouroussis,et al.  A numerical analysis of the influence of tram characteristics and rail profile on railway traffic ground-borne noise and vibration in the Brussels Region. , 2014, The Science of the total environment.

[20]  Georges Kouroussis,et al.  Review of Trackside Monitoring Solutions: From Strain Gages to Optical Fibre Sensors , 2015, Sensors.

[21]  Georges Kouroussis,et al.  The effect of railway local irregularities on ground vibration , 2015 .