Our research group has compiled the computer programs of nonlinear dynamic response analysis since 1998 in order to make these verifications possible.
为了给进行这类验证创造必要的前提条件，本学科点自1998 年起开始非线性动力反应分析软件系统的编制。
Given examples show that the eigenvalue analysis is successful and it can be extended to the nonlinear dynamic response analysis involved large displacement and rotation.
给出的特征值问题算例证明了这种模型的有效，可推广应用于非线性动力响应分析。
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.
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。
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