结合和平大桥工程实例，开展了施工单位拟定的拱架加载程序变形与应力计算。
Taking Heping Bridge engineering as an example, the deformation of arch scaffolding loading procedure and stress calculation of drafted by construction units are carried out.
兔子和小鼠的剪切应力特殊点超过人类10-20个单位，这个发现已经被证实了。
This is evidenced by the finding that typical shear stress levels in rats and mice exceed those of man by a factor of 10-20.
同时，分析了桩身驰豫时间、桩侧土的等效粘滞阻尼系数、桩底土的单位刚度等因素对应力波的影响。
The study also goes to the influence, upon stress waves, of the piles relaxation time, the equivalent viscous damping coefficient of soil around the pile and the unit rigidity of soil below the pile.
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