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The effect of Pendolino high-speed rail on the structure of buildings located in the proximity of railway tracks

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The following research focuses on the dynamic analysis of impact of the high-speed train induced vibrations on the structures located near railway tracks. The office complex chosen as the subject of calculations is located in the northern part of Poland, in Gdańsk, in the proximity of Pendolino, the high speed train route. The high speed trains are the response for the growing needs for a more efficient railway system. However, with a higher speed of the train, the railway induced vibrations might cause more harmful resonance in the structures of the nearby buildings. The damage severity depends on many factors such as the duration of said resonance and the presence of additional loads. The studies and analyses helped to determinate the method of evaluating the impact of railway induced vibrations on any building structure. The dynamic analysis presented in the research is an example of a method which allows an effective calculation of the impact of vibrations via SOFISTIK program.
Rocznik
Strony
231--238
Opis fizyczny
Bibliogr. 16 poz., rys., wykr.
Twórcy
  • Department of Structural Mechanics Faculty of Civil and Environmental Engineering Department of Technical Bases of Architectural Design Faculty of Architecture Gdansk University of Technology ul. Narutowicza 11/12, 80-233 Gdansk, POLAND
autor
  • Department of Structural Mechanics Faculty of Civil and Environmental Engineering Department of Technical Bases of Architectural Design Faculty of Architecture Gdansk University of Technology ul. Narutowicza 11/12, 80-233 Gdansk, POLAND
Bibliografia
  • [1] Esveld C. (2001): Modern Railway Track Second Edition. – Delft: MRT – Productions.
  • [2] Arvidsson T., Karoumi R. and Pacoste C. (2014): Statistical screening of modelling alternatives in train-bridge interaction systems. – Engineering Structures, vol.59, pp.693-701.
  • [3] Cheng Y.S., Au F.T.K. and Cheung Y.K. (2001): Vibration of railway bridges under a moving train by using bridge-track-vehicle element. – Engineering Structures, vol.23, No.12, pp.1597-1606.
  • [4] Jesus A.H., Dimitrovová Z. and Silva M.A.G. (2014): A statistical analysis of the dynamic response of a railway viaduct. – Engineering Structures, vol.71, pp.244-259.
  • [5] Morassi A. and Tonon S. (2008): Dynamic testing for structural identification of a bridge. – J. Bridge Eng., vol.13, No.6, pp.573–585.
  • [6] Calçada R., Cunha A. and Delgado R. (2002): Dynamic analysis of metallic arch railway bridge. – J. Bridge Eng., vol.7, No.4, pp.214–222.
  • [7] Yang Y. and Yau J. (1997): Vehicle-bridge interaction element for dynamic analysis. – J. Struct. Eng., vol.123, No.11, pp.1512–1518.
  • [8] Jose Olmos M. and Miquel Asitz A. (2013): Analysis of the lateral dynamic response of high pier viaducts under high speed train. – Engineering Structures, vol.56, pp.1384-1401.
  • [9] Lavado J., Doménech A. and Martínez-Rodrigo M.D. (2014): Dynamic performance of existing high-speed railway bridges under resonant conditions following a retrofit with fluid viscous dampers supported on clamped auxiliary beams. – Engineering Structures, vol.59, pp.355-374.
  • [10] He Xia and Nan Zhang (2005): Dynamic analysis of railway bridge under high-speed trains. – Computers and Structures, vol.83, No.23-24, pp.1891-1901.
  • [11] Moreno Delgado R., SM. dos Santos R.C. (1997): Modelling of railway bridge-vehicle interaction on high speed tracks. – Volume 63, No.3, pp.511-523.
  • [12] Van Nguyen D., Ki Du Ki. and Pennung Warnitchai (2009): Dynamic analysis of three-dimensional bridge–high-speed train interactions using a wheel–rail contact model. – Engineering Structures, vol.31, No.12, pp.3090-3106.
  • [13] Shen-Haw Ju and Hung-Ta Lin (2013): Numerical investigation of a steel arch bridge and interaction with high-speed trans. – Engineering Structures, vol.25, No.2, pp.241-250.
  • [14] Kaliyaperumal G., Imam B. and Righiniotis T. (2011): Advanced dynamic finite element analysis of a skew steel railway bridge. – Engineering Structures, vol.33, No.1, pp.181-190.
  • [15] Klasztorny M. (2005): The dynamics of beam bridges loaded high-speed trains. – Warsaw: WNT.
  • [16] Gao G., Song J., Chen G. and Yang J. (2015): Numerical prediction of ground vibrations induced by high-speed trains including wheel–rail–soil coupled effects. – Soil Dynamics and Earthquake Engineering, vol.77, pp.274–278.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-14ab3156-2f25-41a0-964c-d2274cd20309
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