For a secondary bifurcation buckling load, the limit load carried capacity of the arch of 0.1 rise-span ratio is the biggest one under a full span load distribution.
全跨均布荷载作用下，矢跨比0.1的拱极值点屈曲和二次分岔屈曲极限承载力均大于其他拱。
2
In empirical formula is presented for the calculation of the bifurcation discharge ratio with the effect of the river training works taken into consideration.
根据试验结果，文中还提出了本河段整治后分流比计算的经验公式。
3
The difference in stress ratio between peak and bifurcation is almost the same for medium, dense or loose sands, but is greater than that for loose sands.