摘要
针对缆索承重桥梁与传统桥梁结构相比较,几何非线性的影响比较突出的特点,介绍了缆索承重桥梁的分析理论,几何非线性的主要影响因素以及非线性方程组的求解方法。
Compared to traditional bridges, the cable bearing bridges axe more influenced-easy by geometrically non linearity. In combination with this characteristic, the analysis theory of cable bearing bridges, major factors of geometrically non linearity and the solving methods to nonlinear equations are introduced.
出处
《山西建筑》
2009年第11期337-338,共2页
Shanxi Architecture
关键词
缆索承重桥梁
非线性
求解方法
cable bearing bridges, non linearity, solving method
