Journal of the Korean Society for Railway (한국철도학회논문집)

The Korean Society for Railway (한국철도학회)
권호 표지
DOI QR코드

DOI QR Code

A Study on 3D Evaluation and Reduction Method for Vibration of Track-Roadbed due to Railway Load

열차하중으로 인한 궤도-지반의 3D 진동평가 및 저감방법에 관한 연구

  • Received : 2010.10.25
  • Accepted : 2011.01.20
  • Published : 2011.02.26
Download PDF
⟨ Previous Next ⟩

Abstract

The paper describes four practical cases of railway structure concerning a three-dimensional numerical approach to analyse dynamic soil-structure interaction(SSI)of railway tracks on layered soil under transient load in the time domain. The SSI-Model has been implemented in TDAPIII accounting for nonlinear properties of the track and soil. The approach can be also be used to calculate vibration propagation in the soil and its effect on nearby buildings and structure. The Method is applied to analyse the dynamic response of railway tracks due to a moving wheel set. Finally some sample are given in order to reduce the vibration at the point of emission, at the transmission path and the structure itself.

본 논문에서는 열차가 주행할 때 궤도를 통해 전달되는 진동크기가 구조물의 안전성뿐 만아니라 선로 인근주민, 가축 및 건물에게 미치는 영향을 최소화하기 위해 규정된 진동한계범위에 도달하는 가를 다양한 지반과 궤도구조물의 상호작용에 의한 3D 수치해석을 통해 정확히 예측하고 다양한 지반에 적절한 진동저감을 가져오는 궤도의 단면 및 형태를 결정하는 방법에도 이결과를 사전에 활용할 수 있도록 하였다. 예로서 열차운행으로 인해 발생되는 터널, 성토 및 교량 3종류의 서로 다른 시설물의 진동을 지반-구조물의 상호작용에 의한 3D수치해석을 통해 Spec과 비교분석하여 평가하였으며 주변 환경에 적합한 토층의 변화를 통해 진동저감방법의 한예를 수행하였다.

Keywords

References

  1. R. Lee, and G. Schmid, Einfluss von Unterbau u. (1995) Untergrund auf Erschetterungen u. dereen Ausbreitung an Schienenwegente Tagungsband igi, Westheim, 9.
  2. B.S. Kang (1998) Stahlfaserbeton und stahlfaserverstaerkter Stahlbeton unter Schwellbeanspruchung. Dissertataion, Ruhr-Universitaet Bochum, 2.
  3. G. Oberweiler, and R. Osswald (1995) Die forschungsprojekte zur entwicklung der festen fahrbahn, ETR 41, H. 11.
  4. G. Leykauf, and L. Mattner (1995) Prufung von festen fahrbahnen im labor, ETR 44, H. 9.
  5. L. Fendrich (1995) Feste fahrbahn-stadtbahn berlin, ETR 44, H. 3.
  6. S.T. Heineke and R. Katzenbach (2001) Gebrauchstauglichkeit-suntersuchungen zum Langzeitsetzungsverhalten der Festen fahrbahn im Modellversuch. Bauingenieur.
  7. F. Krueger (2010) Erschuetterung- und Sekundaerschallungimmission-Bewertung und Minderungsmassnahmen, EIK.
  8. B.S. Kang (2005) Soil and track Interaction under Railway Loads, Journal of the Korean Society for Railway 8(2).
  9. Blast Noise (2002) Vibration Limits, Ministry Of Construction and Transportation.
  10. Vibration Limits of ISO(International Standardization for Organization)
  11. Limit of Traffic Noise and Vibration, Article 37 of the Noise and Vibration Control.
  12. DIN 4150, part-3.

Cited by

  1. A Study of Detecting Broken Rail using the Real-time Monitoring System vol.28, pp.4, 2013, https://doi.org/10.14346/JKOSOS.2013.28.4.001
  2. Dynamic Analysis for Low Depth Track System Under Train and Car Moving Loads vol.13, pp.4, 2013, https://doi.org/10.9798/KOSHAM.2013.13.4.067