PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Possibility to apply unified methodology in vibration analysis for long lasting and impulse sources, in terms of influence on people in buildings

Autorzy
Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The present work addresses the problem of unified methodology use for vibration analysis caused by various anthropogenic sources. The experimental part of the paper contains analysis and results comparison of the vibration, induced by freight train passages and hammer percussion. Ground vibrations are important for the civil engineering objects condition since the vibration induced by train is transmitted through the ground to the foundation and structure. Ground vibration can also be a source of disturbance for the residents. However, various factors cause vibration that varies in both intensity and frequency measures. The analysis of vibration timelines, running RMS and Fourier spectra are applied. The major part of the dissertation is the analysis of RMS accelerations and velocities in one-third octave frequency bands in 1 to 80 Hz spectrum, and comparison to the background vibration noise, recorded in the same localization. The different values of time-window observation are applied to analyse the results. The results of long lasting cargo-induced vibrations are less dependent on time-window duration than the results of impulse-induced vibrations. The acceleration and velocity analysis results are compared to the literature data concerning the ground vibration caused by railway transport and mining activity. The paper indicates the possibility to apply unified methodology for vibration analysis caused by both long-lasting sources, as trains and short-lasting ones, as industrial blasts or mine tremors. The results indicate an optimal time window for vibration measurement that would enable to automate vibration monitoring.
Czasopismo
Rocznik
Strony
813--821
Opis fizyczny
Bibliogr. 27 poz.
Twórcy
autor
  • Opole University of Technology, Proszkowska 76 Street, 45-758 Opole, Poland
Bibliografia
  • 1. Beben D (2014) Corrugated steel plate (CSP) culvert response to service train loads. J Perform Constr Facil 28(2):376–390. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000422
  • 2. Beben D, Wrzeciono M (2017) Numerical analysis of steel-soil composite (SSC) culvert under static loads. Steel Compos Struct 23(6):715–726. https://doi.org/10.12989/scs.2017.23.6.715
  • 3. Beben D, Maleska T, Bobra P, Duda J, Anigacz W (2022) Influence of traffic-induced vibrations on humans and residential building–a case study. Int J Environ Res Public Health 19:5441. https://doi.org/10.3390/ijerph19095441
  • 4. Boron P, Dulinska J (2017) The dynamic analysis of a steel pipeline under a seismic shock. Procedia Engineering 199:104–109. https://doi.org/10.1016/j.proeng.2017.09.166
  • 5. Conolly DP, Alves CP, Kouroussis G, Galvin P, Woodward PK, Lagrouche O (2015) Large scale international testing of railway ground vibrations across Europe. Soil Dyn Earthq Eng 71:1–12. https://doi.org/10.1016/j.soildyn.2015.01.001
  • 6. Conolly DP, Marecki GP, Kouroussis G, Thalassinakis I, Woodward PK (2016) The growth of railway ground vibration problems – A review. Sci Total Environ 568:1276–1282. https://doi.org/10.1016/j.Scitotenv.2015.09.101
  • 7. Dal Moro G (2015) Surface Wave Analysis for Near Surface Applications. Elsevier
  • 8. Dijckmans A, Ekblat A, Smekal A, Degrande G, Lombaert G (2016) Efficacy of a sheet pile wall as a wave barrier for railway induced ground vibration. Soil Dyn Earthq Eng 84:55–69. https://doi.org/10.1016/j.soildyn.2016.02.001
  • 9. Drygala IJ, Polak MA, Dulinska JM (2019) Vibration serviceability assessment of GFRP Pedestrian Bridges. Eng Struct 184:176–185. https://doi.org/10.1016/j.engstruct.2019.01.072
  • 10. Duda J (2019) Device for excitation of the soil seismic waves. Protection right for a utility model, Patent Office of the Republic of Poland, PL 070785 Y1
  • 11. Dulinska JM, Szczerba R (2013) Assessment of Concrete Bridge Performance under Moderate Seismic Shock Using Concrete Damage Plasticity Model. Procedia Engineering 57:1319–1328. https://doi.org/10.1016/j.proeng.2013.04.166
  • 12. Erkal A, Kocagöz MS (2020) Interaction of Vibrations of Road and Rail Traffic with Buildings and Surrounding Environment. J Perform Constr Facil 34:04020038
  • 13. Farghaly AA, Contoni D-PN (2018) “Train induced dynamic response of a pedestrian tunnel under a four-track surface railway for different soil water contents. Geomechanics and Engineering 16(4):341–353. https://doi.org/10.12989/gae.2018.16.4.341
  • 14. Jiang J-Q, Wang P, Jiang L-S, Zheng P-Q, Feng F (2018) Numerical simulation on mining effect influenced by a normal foult and its induced effect on rock burst. Geomech Eng 14(4):337–344. https://doi.org/10.12989/gae.2018.14.4.337
  • 15. Jones C. (2009), “Low Frequency Ground Vibration,” in: D. Thompson editor, Railway Noise and Vibration: Mechanisms, Modelling and Means of Control, Chapter 12, Elsevier.
  • 16. Kornowski J (2003) Linear prediction of hourly aggregated ae and tremors energy emitted from a longwall and its performance in practice. Arch Min Sci 48(3):315–337
  • 17. Kowalska-Koczwara A, Stypula K (2017) Assessment of the Vibration Influence on Humans in Buildings in the Standards of Different Countries. Procedia Eng 161:970–974. https://doi.org/10.1016/j.proeng.2016.08.835
  • 18. Kuo KA, Verbraken H, Degrande G, Lombaerd G (2016) Hybrid Predictions of railway induced ground vibration using a combination of experimental measurements and numerical modelling. J Sound Vib 373:263–284. https://doi.org/10.1016/j.jsv.2016.03.007
  • 19. Li X, Zhang Z, Zhang X (2016) Using elastic bridge bearing to reduce train-induced ground vibration: an experimental and numerical study. Soil Dyn Earthq Eng 85:78–90. https://doi.org/10.1016/j.soildyn.2016.03.013
  • 20. Lombaert G, Galvin P, Francois C, Degrande G (2014) Quantification of uncertainty in the prediction of railway induced ground vibration due to the use of statistical track unevenness data. J Sound Vib 333:4232–4253. https://doi.org/10.1016/j.jsv.2014.04.052
  • 21. Maleska T, Nowacka J, Beben D (2019) Application of EPS geofoam to a soil–steel bridge to reduce seismic excitations. Geosci 9(10):448. https://doi.org/10.3390/geosciences9100448
  • 22. Soller-Llorens JL, Galiana-Merino JJ, Giner-Caturla JJ, Jauregui-Eslava P, Rosa-Cintas S, Rosa-Herranz J, Benabdeloued BYN (2018) Design and test of Geophonino-3D: A low-cost three-component seismic noise recorder for the application of the H/V method. Sense Actuators A 269:342–354. https://doi.org/10.1016/j.sna.2017.11.047
  • 23. Strzalkowski P (2019) Some remarks on impact of mining based on an example of building deformation and damage caused by mining in conditions of upper silesian coal basin. Pure Appl Geophys 176(6):2595–2605. https://doi.org/10.1007/s00024-019-020127-1
  • 24. Tao Z, Moore JA, Sanayei M, Wang Y, Zou C (2022) Train-induced floor vibration and structure-borne noise predictions in a low-rise over-track building. Eng Struct 255:113914
  • 25. Temple D., Bennett J. (2007), “Apparatus and method for generating a seismic signal,” United States Patent Application Publication,US 2007/0205042 A1
  • 26. Thompson DJ, Jiang J, Toward MGR, Hussein MFM, Ntotsios E, Dijckmans A, Coulier P, Lombaert G, Degrande G (2016) Reducing railway induced ground borne vibration by using open trenches and soft-filled barriers. Soil Dyn Earthq Eng 88:45–59. https://doi.org/10.1016/j.soildyn.2016.05.009
  • 27. Zembaty Z, Mutke G, Nawrocki D, Bobra P (2017) Rotational Ground‐Motion Records from Induced Seismic Events. Seismolog Res Lett 88(1):13–22. https://doi.org/10.1785/0220160131
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-271e754f-b3cc-49eb-9710-c9dbd0f8ee51
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.