在多数壳体问题中，弯矩和薄膜力并不是同时重要的，因此在屈服条件中，可以不考虑力矩和薄膜力之间的相互影响。
In most shell problems the moments and direct forces will not be of simultaneous importance so that yield relations between moment and force are of limited importance.
本文对非均质的一般性地基，给出了满足力与力矩平衡及滑动面上屈服条件的地基承载力计算公式。
This paper gives the calculation formulas of foundation bearing capacity which can meet the balance of force and moment and the yield conditions on sliding plane for common heterogeneous foundation.
本文对一般性边坡，给出了满足力与力矩平衡及滑动面上屈服条件的稳定性的精确分析方法。
An accurate method for slope stability analysis is provided in this paper, with which the equilibrium of force and moment, and the yield conditions on the sliding plane will be reached.
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