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极限荷载
ultimate load
- 接屈服线法或条带法的极限荷载设计不能完全保证抗裂或防止过度变形。
Ultimate load designs according to the yield-line or strip methods do not guarantee safety against cracking or excessive deformation. - 通过不同受荷阶段桩土细观力学特征的对比分析，得出桩在下压达极限荷载时的破坏性状。
Through the comparison of micro-mechanical properties of pile and soil during loading, the failure behavior of pile whose ultimate load is reached is also obtained. - 导出了基于双剪屈服准则的钢筋混凝土球扁壳的屈服条件,并利用此屈服条件求解出其极限荷载。
The yield conditions of axisymmetric circular plate and shallow spherical shell of reinforced concrete based on Twin shear stress yield criterion are presented in the paper.
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