摘要
与通常研究移动质量与结构的动力相互作用不同,本文认为移动质量在梁上的刚体运动不是预先知道的,即考虑Timoshenko paradox效应,建立了移动质量与柔性梁振动微分方程.然后,采用数值积分方法求解耦合系统的动力响应.
Different from the traditional analysis of moving mass-structrue interation, the vi-brational coupled differential equation of flexible beams combined with a high speed moving masson it is presented, in which the rigid movement of moving mass is not prescribed beforehand, namely, Timoshenko Paradox is taken into consideration. The numerical integration formulation is formed to determine the dynamic response of the system according to the characteristics of the vibrational equations. Illustrative example verifies the validity of the present method.
出处
《振动与冲击》
EI
CSCD
1998年第1期67-72,共6页
Journal of Vibration and Shock
