摘要
提出了高桥墩之间几何非线性效应的相干分析计算模型。它适合于应用平面有限元法的计算程序求解。通过一个实例和应用逐次渐近法验证了该模型的精度 。
The computational models of mutural distubance analysis about geometric nonlinear effect between the higher piers are proposed. It may be resolved by the plane finite element computer program. The precision of these models are verified by an example and by succesive appreximation method, and from it some useful conclusions are obtained.
出处
《公路》
北大核心
2003年第9期7-12,共6页
Highway
