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Tram type influence on the frequency spectrum character of the subsoil dynamic response

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Warianty tytułu
PL
Badania sejsmicznych charaterystyk widmowych różnych typów pojazdów szynowych
Języki publikacji
EN
Abstrakty
EN
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.
PL
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.
Rocznik
Strony
96--100
Opis fizyczny
Bibliogr. 27 poz., rys., tab.
Twórcy
autor
  • VSB - Technical university of Ostrava, Faculty of Civil Engineering, Department of Department of Geotechnics and Underground Engineering, Ludvíka Podéště 1875/17, 708 33 Ostrava, Czech Republic
autor
  • VSB - Technical university of Ostrava, Faculty of Civil Engineering, Department of Department of Geotechnics and Underground Engineering, Ludvíka Podéště 1875/17, 708 33 Ostrava, Czech Republic
autor
  • VSB - Technical university of Ostrava, Faculty of Electrical Engineering and Computer Science, Department of Telecommunications, 17. listopadu 15, 708 33 Ostrava-Poruba Czech Republic
autor
  • VSB - Technical university of Ostrava, Faculty of Electrical Engineering and Computer Science, Department of Telecommunications, 17. listopadu 15, 708 33 Ostrava-Poruba Czech Republic
autor
  • VSB - Technical university of Ostrava, Faculty of Electrical Engineering and Computer Science, Department of Cybernetics and Biomedical Engineering, 17. listopadu 15, 708 33 Ostrava-Poruba Czech Republic
Bibliografia
  • [1] Nateghi, R., Kiany, M., Gholipouri, O., Control negative effects of blasting waves on concrete of the structures by analyzing of parameters of ground vibration, Tunnelling and Underground Space Technology, 24 (6) (2009), pp. 608-616. DOI: 10.1016/j.tust.2009.04.004
  • [2] Zou, C., Wang, Y., Moore, J.A., Sanayei, M., Train-induced field vibration measurements of ground and over-track buildings, Science of the Total Environment, 575 (2017), pp. 1339-1351. DOI: 10.1016/j.scitotenv.2016.09.216
  • [3] Kaláb, Z., Hrubešová, E., Evaluation of seismic effect of trafficinduced vibrations, Acta Montanistica Slovaca, 20 (1) (2015), pp. 33-37.
  • [4] Stolárik, M., Pinka, M., Fojtík, R., Seismic load due to the jet planes operation, International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, SGEM, 2 (1) (2015), pp. 619-626.
  • [5] Massarsch, K.R., Fellenius, B.H., Engineering assessment of ground vibrations caused by impact pile driving, Geotechnical Engineering, 46 (2) (2015), pp. 54-63.
  • [6] Stolárik, M., Pinka, M., Maršálek, J., Analysis of load of the tunnel definitive lining due to vibrations of various sources, Advanced Materials Research, 1020 (2014), pp. 429-434. DOI: 10.4028/www.scientific.net/AMR.1020.429
  • [7] Degrande, G., Schillemans, L., Free field vibrations during the passage of a thalys high-speed train at variable speed, Journal of Sound and Vibration, vol. 247 (2001), issue 1, pp. 131-144, ISSN 0022-460X.
  • [8] Kouroussis, G., Florentin, J., Conti, C., Verlinden, O., Connolly, D.P., Building vibrations induced by railways: An analysis of commonly used evaluation standards, 21st International Congress on Sound and Vibration 2014, ICSV 2014, 1 (2014), pp. 375-382.
  • [9] Kim, D.-S., Lee, J.-S., Propagation and attenuation characteristics of various ground vibrations, Soil Dynamics and Earthquake Engineering, 19 (2) (2000), pp. 115-126. DOI: 10.1016/S0267-7261(00)00002-6
  • [10] Crispino, M., D'Apuzzo, M., Measurement and prediction of traffic-induced vibrations in a heritage building, Journal of Sound and Vibration, 246 (2) (2001), pp. 319-335. DOI: 10.1006/jsvi.2001.3648
  • [11] Sanayei, M., Maurya, P., Moore, J.A., Measurement of building foundation and ground-borne vibrations due to surface trains and subways, Engineering Structures, Volume 53 (2013), August 2013, pp. 102-111. ISSN: 01410296, OI: 10.1016/j.engstruct.2013.03.038
  • [12] Tucholka, P., Kielbasiński, K., Mieszkowski, R., Tracing seismic surface waves induced by road traffic in urban environment: example of st. Catherine's church hill in Warsaw, Geologija, (2008), pp. 79. DOI: 10.2478/v10056-008-0029-y.
  • [13] Xia, H., Zhang, N., Cao, Y.M., Experimental study of traininduced vibrations of environments and buildings, Journal of Sound and Vibration, 280 (3-5) (2005), pp. 1017-1029. DOI: 10.1016/j.jsv.2004.01.006
  • [14] Zou, C., Wang, Y., Wang, P., Guo, J., Measurement of ground and nearby building vibration and noise induced by trains in a metro depot, Science of the Total Environment, 536 (2015), pp. 761-773. DOI: 10.1016/j.scitotenv.2015.07.123
  • [15] Kouroussis, G., Pauwels, N., Brux, P., Conti, C., Verlinden, O., A numerical analysis of the influence of tram characteristics and rail profile on railway traffic ground-borne noise and vibration in the Brussels Region, Science of the Total Environment, 482-483 (1) (2014), pp. 452-460. DOI: 10.1016/j.scitotenv.2013.05.083
  • [16] Kouroussis, G., Van Parys, L., Conti, C., Verlinden, O., Prediction of ground vibrations induced by urban railway traffic: An analysis of the coupling assumptions between vehicle, track, soil, and buildings, International Journal of Acoustics and Vibrations, 18 (4) (2013), pp. 163-172.
  • [17] Lakušić, S., Ahac, M., Rail traffic noise and vibration mitigation measures in urban areas, Tehnicki Vjesnik, 19 (2) (2012), pp. 427-435.
  • [18] Kouroussis, G., Connolly, D.P., Alexandrou, G., Vogiatzis, K., The effect of railway local irregularities on ground vibration, Transportation Research Part D: Transport and Environment, 39 (2015), pp. 17-30. DOI: 10.1016/j.trd.2015.06.001
  • [19] Kouroussis, G., Connolly, D.P., Verlinden, O., Railway-induced ground vibrations – a review of vehicle effects, International Journal of Rail Transportation, 2 (2) (2014), pp. 69-110. DOI: 10.1080/23248378.2014.897791
  • [20] BS ISO 4866:2010 Mechanical vibration and shock, vibration of fixed structures, guidelines for the measurement of vibrations and evaluation of their effects on structures, BSI Group 2010
  • [21] Wiszniowski, J., Wiejacz, P. Program SWIP, Institute of Geophysics, Polish Academy of Sciences, (2003), pp. 36, Warszawa.
  • [22] ČSN 34 1500 ED.2 (341500) Railway applications – Fixed installations – Basic rules for electric traction equipment (in Czech)
  • [23] Trams. Public transport in Ostrava DPO [online]. Ostrava, ©2018. [Cit. 24.5.2018]. Available from: https://www.dpo.cz/ospolecnosti/vozy/tramvaje.html (in Czech)
  • [24] Kouroussis, G., Caucheteur, C., Kinet, D., Alexandrou, G., Verlinden, O., Moeyaert, V., Review of trackside monitoring solutions: From strain gages to optical fibre sensors, Sensors (Switzerland), 15 (8) (2015), pp. 20115-20139. DOI: 10.3390/s150820115
  • [25] Martinek, R., Nedoma, J., Fajkus, M., Kahankova, R., Fiberoptic bragg sensors for the rail applications, International Journal of Mechanical Engineering and Robotics Research, 7 (3) (2018), pp. 292-295. DOI: 10.18178/ijmerr.7.3.292-295
  • [26] Cleante, V.G., Brennan, M.J., Gatti, G., Thompson D.J., On the target frequency for harvesting energy from track vibrations due to passing trains, Mechanical Systems and Signal Processing, Volume 114, (2019), pp. 212-223, ISSN 0888-3270
  • [27] Zhai, W., Wei, K., Song, X., Shao, M., Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track, Soil Dynamics and Earthquake Engineering, 72 (2015), pp. 24-36. DOI: 10.1016/j.soildyn.2015.02.002
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1e56d330-9cbd-417f-89e9-b48309966f2d
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