摘要
针对非线性性质在缆索承重桥梁结构分析中影响显著、不可忽略这一问题,分别介绍了斜拉桥和悬索桥的非线性分析方法,以便使结构分析结果的精度得到提高。
In light of obvious influences of non-linear behavior on the analysis of cable-supported bridge structure, the author introduces the method to do non-linear analysis of cable-stayed bridge and suspension bridge, in order to increase the accuracy of structural analysis result.
出处
《山西建筑》
2007年第17期337-338,共2页
Shanxi Architecture
关键词
斜拉桥
悬索桥
非线性
cable-stayed bridge, suspension bridge, non-linear
