Comparison of Vertical Model and Spatial Model for Vehicle-Track-Bridge Coupling Vibration System

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Abstract:

In this paper, models for vertical and spatial coupling vibration of vehicle-track-bridge system are established separately. The track vertical irregularity sample in time domain is established by power spectrum density and taken as the exciting source to analyze the coupling vibration of vehicle-track-bridge system of two models. The advantages and disadvantages and applicability of the vertical vibration model and the spatial vibration model are analyzed by comparing the vertical vibration responses of the two models under excitation with same level of track vertical irregularity.

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Periodical:

Advanced Materials Research (Volumes 243-249)

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4307-4310

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] He Xia, Nan Zhang: Dynamic Interaction of Vehicles and Structures(Science Press, Beijing 2005) ,In Chinese

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[2] Wanming Zhai,Vehicle Track Coupling Dynamics(Science Press, Beijing 2007)

Google Scholar

[3] Xuesong Jin, Qiyue Liu, Tribology of Wheel and Rail(China Railway Publishing House, Beijing 2004)

Google Scholar

[4] Guo Chen, The Analysis on Random Vibration of VehicleTtrack Coupling System(Southwest Jiaotong University, Chengdu 2000)

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[5] Yuan Zhang, Spatial Coupling Vibration of Vehicle-Track-Bridge System and Its Ambient Vibration (Tianjin University, Tianjin 2006)

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