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轨道交通中无碴轨道连续型轨道板的质量对车辆振动影响
引用本文:杨广军,马卫东,董晓马,李广慧,谢晓鹏. 轨道交通中无碴轨道连续型轨道板的质量对车辆振动影响[J]. 河南科学, 2008, 26(9)
作者姓名:杨广军  马卫东  董晓马  李广慧  谢晓鹏
作者单位:郑州航空工业管理学院,建筑工程管理系,郑州,450015;河南省华夏工程建设监理有限公司,郑州,450002
摘    要:在对具有轨道板结构的无碴轨道的分析基础上,针对连续型轨道板结构的特点,建立了连续整体型轨道板结构的力学模型,即弹性支撑的Bernoulli-Euler梁模型.通过对连续型轨道板结构质量变化对轨道和桥梁系统振动响应影响的分析,求得无碴轨道中连续型轨道板结构的质量对振动影响的规律.

关 键 词:轨道板  车桥系统  耦合振动  高架桥  无碴轨道

On Effect of the Mass of Floating Slabs on the Overhead Railway
Yang Guangjun,Ma Weidong,Dong Xiaoma,LI Guanghui,Xie Xiaopeng. On Effect of the Mass of Floating Slabs on the Overhead Railway[J]. Henan Science, 2008, 26(9)
Authors:Yang Guangjun  Ma Weidong  Dong Xiaoma  LI Guanghui  Xie Xiaopeng
Affiliation:Yang Guangjun1,Ma Weidong2,Dong Xiaoma1,Li Guanghui1,Xie Xiaopeng1 (1. Zhengzhou Institute of Aeronautical Industry Management,Zhengzhou 450015,China,2. Henan Huaxia Project Construction Supervision Limited Company,Zhengzhou 450002,China)
Abstract:A dynamic modal for the continuous floating slabs is presented in this paper on the basis of an analysis of floating slab track system. In the modal,the floating slabs are regarded as the Bernoulli-Euler beams supported by elastomer bearings. By exploring the effect of the mass of floating slabs on the train-bridge coupled vibration characteristics,a characteristic of mass of floating slabs on the floating slab track system is obtained.
Keywords:floating slab  vehicle-bridge system  coupled vibration  viaduct  ballastless track  
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