摘要
本文通过对广西阳鹿高速上一座70+2×125+70m单薄壁墩连续刚构为工程实例,采用MIDAS/FEA软件,对箱梁0号块建立空间实体模型,进行实体分析,分析0号块的受力特点,为优化设计作为参考。
Based on the case of one 70＋2×125＋70m thin-wall piers continuous rigid frame in the highway of Yanglu in Guangxi,the particle establishes space solid module for box girder O module and analyzes its characteristics to provide reference of optimization.
出处
《林业科技情报》
2013年第2期88-89,共2页
Forestry Science and Technology Information
关键词
单薄壁墩
连续刚构
0号块
实体分析
thin-wall piers
continuous rigid
O module
solid analysis
