Based on the method of calculating the elastic support continuous beam bridge's steady, a practical and simplified method is provided to analyze girder's stability in plane.
主要在弹性支承连续梁临界轴力求解方法的基础上。提出自锚式悬索桥主梁临界轴力的实用简化计算方法。
As a simplified method for elastoplastic analysis, limit analysis method is more efficient and practical than the traditional increment method.
作为弹塑性求解问题的简化方法，极限分析比传统的弹塑性增量计算效率更高、更实用。
In this paper, a simplified and practical method for engineering calculation in the form of one-dimensional discrete equations with the help of semi-analytical technique is presented.
本文采用半解析化技术探讨一种将其简化为一维分析的方法，切合于工程实用。
应用推荐