摘要
在对比分析框架桥计算方法的基础上,分别采用梁格法和平面框架法对斜交框架桥进行了计算,通过分析计算结果,总结了斜交框架桥的受力特性,并指出梁格法用于大斜度框架桥分析是切实可行的。
Based on comparative analysis of frame bridge calculation methods,this paper using grillage method and plane frame method for a skew frame bridge calculation.We summarizes the stress characteristics of skew frame bridge by analysis of the computation result,points out that the grillage method for analysis of frame bridge is feasille.
出处
《山西建筑》
2013年第22期165-166,共2页
Shanxi Architecture
关键词
斜交框架桥
梁格法
平面框架法
frame bridge with skew angle
grillage method
plane frame method
