Theoretical Formulation of Three-Mass Vehicle Model for Vehicle-Bridge Interaction

被引:25
作者
Yang, Judy P. [1 ,2 ]
机构
[1] Natl Yang Ming Chiao Tung Univ, Dept Civil Engn, Hsinchu 30010, Taiwan
[2] Natl Chiao Tung Univ, Dept Civil Engn, Hsinchu 30010, Taiwan
关键词
Vehicle damping; rigid mass; unsprung mass; vehicle-bridge interaction; FREQUENCIES;
D O I
10.1142/S0219455421710048
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The vehicle-bridge interaction (VBI) is studied using a semi-analytical approach based on a three-mass vehicle model. As most work analyzes vehicle-bridge interaction numerically and/or analytically by treating the vehicle as a simplified lumped mass, to the best of the author's knowledge, this work first presents the theoretical formulation of the three-mass VBI system, where a more realistic vehicle model equipped with a rigid mass and two unsprung mass-spring-damper systems is considered. By assuming the first modal vibration of beam, the semi-analytical solutions are derived, which can be served as the reference solutions for calibrating VBI analyses using different models or methods.
引用
收藏
页数:8
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