摘要
通过大型有限元程序Midas civil及平面杆件程序桥梁博士分别计算了左挑臂盖梁,并对结果进行了比较,得出了一些有益的结论。
The paper calculates the left cantilever cap beam by large-scale finite elementary model Midas civil and the bridge doctor of the plane bar procedure compares the results and concludes the beneficial results.
出处
《山西建筑》
2010年第7期317-318,共2页
Shanxi Architecture
关键词
左挑臂盖梁
有限元程序
模型
left cantilever cap beam
finite elementary procedure
model
