摘要
对悬索桥及其刚度、几何非线性等进行了理论分析,结合实际工程背景,利用ANSYS对悬索桥进行了三维空间分析,通过与实测值比较,说明ANSYS完全可以很精确地模拟悬索桥进行结构分析。
The theory of suspension bridge and its rigidity geometrical nonlinear was analyzed, combined with practical engineering background, the suspension bridge was three dimensional spatial analyzed with ANSYS. Through comparison with measured value, it proved that ANSYS can simulate perfectly suspension bridge structural analysis.
出处
《山西建筑》
2009年第5期282-283,共2页
Shanxi Architecture
关键词
悬索桥
刚度
几何非线性
有限元
suspension bridge, rigidity, geometrical nonlinear, finite element
