Dynamic Response of Elastic RectangularPlates by Spline State Variable Method

Chen Rongyi; Shen Xiaopu; Shen Pengcheng

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Article Navigation > Applied Mathematics and Mechanics > 2000 > 21(6): 625-632

Chen Rongyi, Shen Xiaopu, Shen Pengcheng. Dynamic Response of Elastic RectangularPlates by Spline State Variable Method[J]. Applied Mathematics and Mechanics, 2000, 21(6): 625-632.

Citation:

Chen Rongyi, Shen Xiaopu, Shen Pengcheng. Dynamic Response of Elastic RectangularPlates by Spline State Variable Method[J]. Applied Mathematics and Mechanics, 2000, 21(6): 625-632.

Citation:

Chen Rongyi, Shen Xiaopu, Shen Pengcheng. Dynamic Response of Elastic RectangularPlates by Spline State Variable Method[J]. Applied Mathematics and Mechanics, 2000, 21(6): 625-632.

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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

Received Date: 1999-01-01
Rev Recd Date: 1999-12-24
Publish Date: 2000-06-15

Abstract

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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References(17)

References

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