摘要
介绍了状态空间法计算结构的动力响应量 .基于结构动力响应分析的状态方程 ,建立了迭代计算格式 .并给出了计算弹性地基板动力响应的二个数值算例 ,其计算结果较满意 .
This paper presents a space state method to computing structural dynamic response. Based on state equation for structural dynamic response, the iteration computing scheme is established.The dynamic response of two elastic foundation floor has been calculated. This result is satisfactory.
出处
《南昌水专学报》
2000年第3期9-12,共4页
Journal of Nanchang College of Water Conservancy and Hydroelectric Power
关键词
状态空间法
动力响应
弹性地基板
state space method
dynamic response
elastic foundation floor
