破坏阶段——将墙体视为肋梁严重破损的梁铰框架模型。
研究了导管架式海洋平台结构在进入破坏阶段后的地震反应特性。
The dynamic response analysis after structure goes into the damage stage is performed introducing the proposed method, characteristics time-varying analysis method.
根据试验结果，定义了混凝土的不同破坏阶段及分界面的确定原则。
Based on the experimental results the different failure stages of concrete are defined and the principle determining the interfaces of the different failure stages of concrete is given.
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