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Dynamics Analysis of A High-Speed Train Moving on Soft Ground: A three-dimensional finite element analysis to model soil vibrations due to high-speed trains on bridges - Couverture souple

Chang, Chin-Chuan

 
9783639168617: Dynamics Analysis of A High-Speed Train Moving on Soft Ground: A three-dimensional finite element analysis to model soil vibrations due to high-speed trains on bridges
Couverture souple
ISBN 10 : 3639168615 ISBN 13 : 9783639168617
Editeur : VDM Verlag, 2009

Synopsis

The 3D finite element analysis were used in this research to investigate surface ground vibration due to a moving train. This 3D finite element mesh includes the soil and bridge meshes modeled by using the 3D 8-node element. After FEM analysis, 1/3 octave band method was used in frequency domain to compute the vibration from the ground velocity in time domain. The resonant vibration in this study can be clearly seen from the finite element result. As an illustration of the numerical analysis, the train speed v approaches the Rayleigh wave velocity in supporting soil; a large peak has been occurred in the figure approaching track-soil critical velocities. However, it does not have a large increase in generated ground vibrations in the bridge-train-soil model simulated by the finite element method. The vehicle-bridge resonance triggers the greater part of vibrations than the vehicle-soil resonance for the three-dimensional vehicle-bridge-soil system. To be valid for avoid bridge and train resonance, the first dominated train frequency and the first bridge natural frequency in each direction should be as different as possible.

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Présentation de l'éditeur

The 3D finite element analysis were used in this research to investigate surface ground vibration due to a moving train. This 3D finite element mesh includes the soil and bridge meshes modeled by using the 3D 8-node element. After FEM analysis, 1/3 octave band method was used in frequency domain to compute the vibration from the ground velocity in time domain. The resonant vibration in this study can be clearly seen from the finite element result. As an illustration of the numerical analysis, the train speed v approaches the Rayleigh wave velocity in supporting soil; a large peak has been occurred in the figure approaching track-soil critical velocities. However, it does not have a large increase in generated ground vibrations in the bridge-train-soil model simulated by the finite element method. The vehicle-bridge resonance triggers the greater part of vibrations than the vehicle-soil resonance for the three-dimensional vehicle-bridge-soil system. To be valid for avoid bridge and train resonance, the first dominated train frequency and the first bridge natural frequency in each direction should be as different as possible.

Biographie de l'auteur

Chang. Chin-Chuan (M.S., National Cheng Kung University at Tainan, Taiwan) Works as Civil Engineer in China Steel Coporation, Kaohsiung City, Taiwan. Professional Experiences: RC & Steel structural planing & design for building Structure about iron-marking plant, Vibrating machine foundation design, etc..

Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.

Éditeur
VDM Verlag
Date d'édition
2009
Langue
anglais
ISBN 10 
3639168615
ISBN 13 
9783639168617
Reliure
Broché
Nombre de pages
104
Coordonnées du fabricant
non disponible
Personne responsable
non disponible