The paper analyzed the affection of the average inter-columnshear force and the total number of the discrete columns on the factor of safety.
分析了条柱侧面平均剪力和条柱总数对边坡安全系数的影响。
2
The existing experimental method cannot accurately calculate the ultimate carrying capacity of the reinforced concrete slab column connections subjected to moment and shear.
现有的经验方法无法准确计算同时传递竖向剪力和不平衡弯矩的钢筋混凝土板柱中节点的极限承载力。
3
The steel ratio at the bottom of a large beam should be restricted to avoid possible column failure in shear.