The limit state equations of main failure modes are formulated by the increment interval loadmethod.
并提出用区间增量载荷法生成主要失效模式的极限状态方程。
2
At last a numerical method to obtain the limitload of structure is given.
最后提出了一种求解结构极限荷载的数值方法。
3
A new method to determine the limitload of reinforced concrete deep beam when sheared was presented by upper-bound method based on reinforced concrete plasticity theory.