One real skew arch 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。
This paper presents the analysis of stress, characteristic of skew arch bridges by comparing with the data derived from theory computation, model test and practical bridge test.
本文通过理论计算、模型试验和实桥试验数据的对比，对圆弧形斜拱桥受力特性进行了分析研究。
The influence to stress of skew arch 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。
The influence to stress of skew arch 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。
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