对静水压力下环加肋圆柱壳弹性失稳临界载荷现有计算方法进行了比较和计论。
A comparison is made among current calculation methods for the buckling of ring-stiffened cylindrical shells under hydrostatic pressure.
正计算是反计算求得每个组成环的公差之后，按照尺寸的分布规律和概率论原理求出封闭环的公差。
Direct calculation resolves the closed loop tolerance in view of every other one′s distribution and probability theory.
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