本文对钢筋混凝土巨型框架结构箱形节点抗震性能进行了试验研究及ANSYS程序有限元分析。
The seismic capacity of the box-shaped joint in the reinforced concrete mega-frame structure system is studied, and the finite element analysis is done with ANSYS .
在本论文工作之前，本学科点已利用该程序完成了处于不同设防烈度区的各类典型多层多跨框架结构的系列非线性动力反应分析工作。
Our research group has completed a series of nonlinear dynamic response analysis of various typical multi-storey and multi-span frameworks in various intensity-category by this program.
首先给出了水库大坝风险的概念，分析了大坝风险分析的内容与程序，得出了大坝风险分析的框架结构。
The concept of reservoir dam risk was put forward. The content and procedure of dam risk assessment were analyzed. The frame structure of dam risk assessment was achieved.
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