摘要
在对具有预制式轨道板的无蹅轨道分析的基础上,针对预制式轨道板结构的特点,建立了预制式轨道板结构的力学模型(即刚体模型).通过对预制式轨道板不同纵向布置对轨道和桥梁系统振动响应影响的分析,得到了无蹅轨道中预制式轨道板的合理布置方式.
A dynamic model for the prefabricated floating slabs was presented on the basis of analysis of a floating slab track system.In the model,the floating slabs are regarded as rigid bodys supported by elastomer bearings.By exploring the effect of the layout of floating slabs on the train-bridge coupled vibration characteristics,a reasonable layout configuration of floating slabs on the floating slab track system was obtained.
出处
《上海交通大学学报》
EI
CAS
CSCD
北大核心
2010年第6期812-815,共4页
Journal of Shanghai Jiaotong University
基金
上海市重大科技攻关项目(03DZ12017)
关键词
预制式轨道板
无碴轨道
车桥系统
耦合振动
prefabricated floating slab
ballastless track
vehicle-bridge system
coupled vibration
