样条状态变量法分析弹性矩形板的动力响应

陈荣毅; 沈小璞; 沈鹏程

样条状态变量法分析弹性矩形板的动力响应

1.
同济大学建筑工程系, 上海 200092;
2.
安徽建筑工业学院建筑工程系, 合肥 230022;
3.
合肥工业大学土木工程系, 合肥 230009

基金项目: 安徽省教委自然科学基金资助项目(97JL171)

详细信息

作者简介:
陈荣毅(1973~ ),男,福建尤溪人,博士生.

中图分类号: TU311.3
计量
- 文章访问数: 2321
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- 被引次数: 0
出版历程
- 收稿日期: 1999-01-01
- 修回日期: 1999-12-24
- 刊出日期: 2000-06-15

Dynamic Response of Elastic RectangularPlates by Spline State Variable Method

1.
Structural Engineering Department, Tongji University, Shanghai 200092, P R China;
2.
Structural Engineering Department, Anhui Industry College of Architecture, Hefei 230022, P R China;
3.
Civil Engineering Department, Hefei University of Technology, Hefei 230009, P R China

摘要

摘要: 应用样条元与状态空间法分析矩形板的动力响应问题.对空间域采用样条元法,对时间域采用现代控制论中的状态空间法.建立了状态变量递推格式,可直接计算结构的动力响应量.文末给出了若干数值算例,计算结果表明,该方法的计算精度与效率是令人满意的.
- 样条元 /
- 状态空间法 /
- 动力响应 /
- 递推格式 /
- 样条状态变量法
Abstract: Application of spline element and state space method for analysis of dynamic response of elastic rectangular plates is presented.The spline element method is used for space domain and the state space method in control theory of system is used for time domain.A state variable recursive scheme is developed,then the dynamic response of structure can be calculated directly'several numerical examples are given.The results which are presented to demonstrate the accuracy and efficiency of the present method are quite satisfactory.
- spline element /
- state space method /
- dynamic response /
- recursive scheme /
- spline state variable method

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参考文献(17)

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