Subsequently, the effect of the end restraint on the flexural capacity is analyzed.
本文还分析了配筋砌块砌体剪力墙端部约束对其抗弯承载力的影响。
Besides, the restraining effect of the wall above on beam end as well as on local bearing capacity of wall at beam support are also discussed.
同时讨论了上部墙体对梁端的约束作用及其对局压承载力的影响。
The obvious time effect and end-bearing behavior of bearing disks are pointed out by means of analyses. The high bearing capacity and S-shaped Q-S curve of squeezed branch piles are highlighted.
通过分析计算，指出了支盘的承力特性具有明显的时间效应和端承性质，揭示了支盘桩高承载力和S型Q-S曲线的内涵。
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