| Status | 已發表Published |
| Analysis of Stochastic Plane Frames with Elementary Stiffness Matrix Decomposition Method | |
G. K. Er; S. W. Lan; V. P. Iu ; K. P. Kou
| |
| 2009 | |
| Conference Name | 3rd Asia-Pacific Int. Conf. on Comp. Meth. in Engrg (ICOME 2009) |
| Source Publication | COMPUTATIONAL METHODS IN ENGINEERING
 |
| Conference Date | Oct. 18-20, 2009 |
| Conference Place | Nanjing, China |
| Abstract | The Elementary Stiffness Matrix Decomposition (ESMD) method is employed to analyze the stochastic plane frames and further show its efficiency in analyzing stochastic plane frames with comparison to the computational efficiency of perturbation method. The mean values and variances of structural responses are obtained with both ESMD method and perturbation method. Numerical results show that the relative computational effort and computer memory needed by ESMD method can be greatly reduced compared to that needed by perturbation method. |
| Keyword | Sfe Method Esmd Method Perturbation Method Computational Effort |
| Language | 英語English |
| Document Type | Conference paper |
| Collection | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING Faculty of Science and Technology |
| Affiliation | Department of Civil and Environment Engineering, University of Macau, Macau SAR, China |
| First Author Affilication | University of Macau |
| Recommended Citation GB/T 7714 | G. K. Er,S. W. Lan,V. P. Iu,et al. Analysis of Stochastic Plane Frames with Elementary Stiffness Matrix Decomposition Method[C], 2009. |
| APA | G. K. Er., S. W. Lan., V. P. Iu., & K. P. Kou (2009). Analysis of Stochastic Plane Frames with Elementary Stiffness Matrix Decomposition Method. COMPUTATIONAL METHODS IN ENGINEERING. |
| Files in This Item: | There are no files associated with this item. | |||||
Items in the repository are protected by copyright, with all rights reserved, unless otherwise indicated.
Edit Comment