The influence to stress of skewarch bridge was studied by changing the abutment torsional stiffness and width-span ratio.
通过改变桥台抗扭刚度和宽跨比,研究对斜交拱桥受力的影响。
2
One real skewarch bridge is investigated using the finite element program ANSYS so as to study the generic phenomenon of bridge damage, especially the regular cracks.
本文以某斜交拱桥为研究对象,阐述其病害的一般现象,尤其是规则性裂缝。
3
This paper presents the analysis of stress, characteristic of skewarch bridges by comparing with the data derived from theory computation, model test and practical bridge test.