Dynamic Response Analysis of Floating Paving for Paver
Mathematical model of floating paver was changed into forced vibration system with high damping through mechanical analysis of floating paver and the method in which taylor series were placeodel of the whole floating paver was obtained and factors influencing spreading evenness were analysed by fd by high order term. Change curve of the paver-ment was measured in order to identify the damping coefficient of vibration system and determine the vibration equation of whole system finally when system step was input. Dynamic murther dynamic response analysis for the step and continuous input of the system.
Smoothness Floating paver Forced vibration
Xu Qing Ding Lianfeng Zong Xuemei Jing Peng
Xuzhou Construction Machinery Group, Xuzhou 221004, P. R. China Xuzhou Construction Machinery Group, Xuzhou 221004, P.R. China
国际会议
长春
英文
156-158
2009-08-21（万方平台首次上网日期，不代表论文的发表时间）