Classical integral method and combined method for reinforced concrete constitute the theoretical basis of equivalent additional stress method.
钢筋混凝土中经典的整体式和组合式方法构成了等效附加应力法的理论基础。
Equivalent additional stress method can be the same with integral method or combined method depending on the equivalent method of additional nodal force calculated.
等效附加应力法根据附加节点力计算方法的不同分别对应整体式和组合式方法。
By finite element method, the distributions of additional stress of piled raft foundations in different raft rigidities are analyzed.
采用有限单元法对不同筏板刚度下桩筏基础下卧层附加应力的分布规律进行分析。
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