Simulation of spatially coupling dynamic response of train-bridge
The train and the truss girder bridge are coupled together as one composite system. Truss girder bridge is idealized as an assemblage of finite truss element The vehicle space vibration model of two-stage suspension is used ,which has 26-degrees of freedom. The equations of the train and truss girder bridges time varying system are set up by using the principle of total potential energy with stationary value in elastic system dynamics and the set-inright-position rule for forming structural matrices. By using the test hunting curves of bogie as excitation, The vibration responses of train and bridge are calculated when the trains pass through a truss girder bridge at different speeds. The results show that the train can pass it safely and comfortably.
truss girder bridge mode vibration Simulation
Shi-ruo Yang Le Yang
College of Civil Engineering and Mechanics,Central South University of Forestry and Technology Chang Guang Hua School of management Peking University,BeiJing 100012. P. R.China
国际会议
长春
英文
422-424
2010-08-24（万方平台首次上网日期，不代表论文的发表时间）