文克尔地基上的龙门吊轨道基础梁计算  

Gantry crane track-base beam calculation based on Winkler foundation

作　　者：于洪泳 陈显文 

机构地区：[1]南京城镇建筑设计咨询有限公司,江苏南京210036

出　　处：《山西建筑》2012年第14期63-64,共2页Shanxi Architecture

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.

关 键 词：文克尔模型 无限长梁 基床系数 集中荷载 

分 类 号：TU311.4[建筑科学—结构工程]