摘要
结合工程实例,考虑基础梁与地基之间的共同作用,采用文克尔地基上的无限长梁模型研究了轨道梁基础的内力及变形,对类似工程的设计具有指导意义。
With an engineer sample, considering the mutual action between the foundation and the base-beam, an tract-base beam＇ s deformation and internal force has been studied by adopting the infinite-long beam model lain on the Winkler foundation. Which has guiding meaning for the design of similar engineering.
出处
《山西建筑》
2012年第14期63-64,共2页
Shanxi Architecture
关键词
文克尔模型
无限长梁
基床系数
集中荷载
Winkler model, infinite-long beam, foundation coefficient, concentrated load
