Structural Engineering and Mechanics

  • 제11권5호
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  • Pages.503-518
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  • 2001
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Reduction of train-induced vibrations on adjacent buildings

  • Hung, Hsiao-Hui (Department of Civil Engineering, National Taiwan University) ;
  • Kuo, Jenny (Department of Civil Engineering, National Taiwan University) ;
  • Yang, Yeong-Bin (Department of Civil Engineering, National Taiwan University)
  • 발행 : 2001.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, the procedure for deriving an infinite element that is compatible with the quadrilateral Q8 element is first summarized. Enhanced by a self mesh-expansion procedure for generating the impedance matrices of different frequencies for the region extending to infinity, the infinite element is used to simulate the far field of the soil-structure system. The structure considered here is of the box type and the soils are either homogeneous or resting on a bedrock. Using the finite/infinite element approach, a parametric study is conducted to investigate the effect of open and in-filled trenches in reducing the structural vibration caused by a train passing nearby, which is simulated as a harmonic line load. The key parameters that dominate the performance of wave barriers in reducing the structural vibrations are identified. The results presented herein serve as a useful guideline for the design of open and in-filled trenches concerning wave reduction.

키워드

과제정보

연구 과제 주관 기관 : National Science Council

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피인용 문헌

  1. Three-Dimensional Analyses of Wave Barriers for Reduction of Train-Induced Vibrations vol.130, pp.7, 2004, https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(740)
  2. Dynamic Response of Elastic Half-Space with Cavity Subjected to P and SV Waves by Finite/Infinite Element Approach vol.15, pp.07, 2015, https://doi.org/10.1142/S021945541540009X
  3. Environmental problems of vibrations induced by railway traffic vol.1, pp.2, 2007, https://doi.org/10.1007/s11709-007-0015-1
  4. Performance study on the whole vibration process of a museum induced by metro vol.55, pp.2, 2015, https://doi.org/10.12989/sem.2015.55.2.413
  5. 2.5D vibration of railway-side buildings mitigated by open or infilled trenches considering rail irregularity vol.106, 2018, https://doi.org/10.1016/j.soildyn.2017.12.027
  6. Numerical investigation on active isolation of ground shock by soft porous layers vol.321, pp.3-5, 2009, https://doi.org/10.1016/j.jsv.2008.09.047
  7. Finite element analysis of structure-borne vibration from high-speed train vol.27, pp.3, 2007, https://doi.org/10.1016/j.soildyn.2006.06.006
  8. 3D Analyses of Open Trench Barriers Filled with Water vol.137, pp.11, 2011, https://doi.org/10.1061/(ASCE)GT.1943-5606.0000530
  9. An Optimal Design Procedure of Wave Barriers for Mitigation of Underground and Above-Ground Railway Vibrations vol.20, pp.11, 2001, https://doi.org/10.1142/s0219455420501217
  10. A framework combining pseudo-excitation method and two-and-a-half-dimensional finite element method for random ground vibrations induced by high-speed trains vol.23, pp.15, 2001, https://doi.org/10.1177/1369433220934556
  11. Experimental, numerical and analytical studies on the attenuation of maglev train-induced vibrations with depth in layered soils vol.143, pp.None, 2021, https://doi.org/10.1016/j.soildyn.2021.106628