Span is another important parameter for seismic response of skew highwaybridges.
跨径是影响公路简支斜梁桥地震反应的另一个重要参数。
Through model test it is shown that in the condition of the same span the value of hammed water is gentler with the change of skew Angle. So the design option is feasible.
通过模型试验表明：在相同孔跨条件下，雍水值随斜交角的变化比较平缓，设计方案是可行的。
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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