With the self-edited pre-processing and post-processing program, the response patterns of the structure under different directions, different frequencies harmonic loading are summarized. On this basis, the same thing has been further carried out subjected to earthquake waves from different directions.
用自编的前、后处理程序,提取了最大节点位移、应变能、进塑性杆件比例等多项响应指标,并绘制了这些指标随激励幅值增大的变化曲线,分析了结构在不同方向、不同频率简谐荷载下的响应规律,在此基础上进一步分析了结构在不同方向地震波作用下的失效模式。
参考来源 - 单层鞍形网壳强动力荷载下破坏模式的研究·2,447,543篇论文数据，部分数据来源于NoteExpress
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