catenary arch

This paper states a method of analyzing the right catenary arch with variable cross section on slop.

对正拱斜置变截面悬链线坡拱桥的受力分析方法作了介绍。

The distribution of vertical stress between the walls and the coefficients of lateral earth pressure according to catenary arch were compared with that according to circular arch.

最后通过算例分析了土拱效应对土压力计算结果的影响。

A differential method for critical pressure of constant section catenary arch with two hinges

双铰等截面悬链线拱面内屈曲临界推力的差分解法

Geometric nonlinearity adopt total lagrangian formulation, deduce double nonlinearity stability control equations of initial geometrical imperfections catenary arch, with corresponding programs complied in Matlab.

几何非线性采用总体拉格朗日列式法，在此基础上引入材料非线性的影响推导了初始几何缺陷悬链线拱的双重非线性稳定承载力控制方程。用Matlab编程进行了计算分析。

Experimental research and simplified calculation of natural frequencies of prismatic catenary fixed arch

等截面悬链线无铰拱固有频率的试验研究与简化计算

Inner Force Analysis of Right Catenary Arch with Variable Cross section on Slop

正拱斜置变截面悬链线坡拱桥的受力分析

Measuring and testing technique of catenary arch bridge with reinforced concrete slabs

悬链线钢筋混凝土板拱桥测试技术