Precise integration method without inverse matrix calculation for structural dynamic equations
The precise integration method proposed for linear time-invariant homogeneous dynamic systems can provide accurate numerical results that approach an exact solution at integration points. However, difficulties arise when the algorithm is used for non-homogeneous dynamic systems due to the inverse ma...
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Published in | Earthquake Engineering and Engineering Vibration Vol. 6; no. 1; pp. 57 - 64 |
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Main Author | |
Format | Journal Article |
Language | English |
Published |
Dordrecht
Springer Nature B.V
01.03.2007
Department of Civil Engineering, Hunan University, China%Department of Civil Engineering, The University of Hong Kong, China |
Subjects | |
Online Access | Get full text |
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Summary: | The precise integration method proposed for linear time-invariant homogeneous dynamic systems can provide accurate numerical results that approach an exact solution at integration points. However, difficulties arise when the algorithm is used for non-homogeneous dynamic systems due to the inverse matrix calculation required. In this paper, the structural dynamic equalibrium equations are converted into a special form, the inverse matrix calculation is replaced by the Crout decomposition method to solve the dynamic equilibrium equations, and the precise integration method without the inverse matrix calculation is obtained. The new algorithm enhances the present precise integration method by improving both the computational accuracy and efficiency. Two numerical examples are given to demonstrate the validity and efficiency of the proposed algorithm. |
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Bibliography: | numerical integration matrix exponential function Crout decomposed method structural dynamics structural dynamics; numerical integration; inverse matrix calculation; matrix exponential function; Crout decomposed method inverse matrix calculation TU311.3 23-1496/P ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
ISSN: | 1671-3664 1993-503X |
DOI: | 10.1007/s11803-007-0661-2 |