| International Journal for Computational Civil and Structural Engineering | |
| TWO-STAGE GRID METHOD OF SOLUTIONOF BOUNDARY PROBLEMS OF STRUCTURAL MECHANICS WITH THE USE OF DISCRETE HAAR BASIS | |
| Marina L. Mozgaleva1  | |
| [1] National Research Moscow State University of Civil Engineering, Moscow, RUSSIA; | |
| 关键词: boundary problems, discrete formulation, discrete Haar basis, iterative methods; | |
| DOI : 10.22337/2587-9618-2017-13-1-69-85 | |
| 来源: DOAJ | |
【 摘 要 】
The distinctive paper is devoted to development of two-stage numerical method. At the first stage, the discrete problem is solved on a coarse grid, where the number of nodes in each direction is the same and is a pow-er of 2. Then the number of nodes in each direction is doubled and the resulting solution on a coarse grid using a discrete Haar basis is defined at the nodes of the fine grid as the initial approximation. At the second stage, we ob-tain a solution in the nodes of the fine grid using the most appropriate iterative method,. Test examples of the solu-tion of one-dimensional, two-dimensional and three-dimensional boundary problems are under consideration
【 授权许可】
Unknown