PARALLEL COMPUTING FOR NONLINEAR DYNAMIC FINITE ELEMENT STRUCTURAL ANALYSIS WITH GENERAL SPARSE MATRIX TECHNOLOGY
博士 === 國立臺灣大學 === 土木工程學研究所 === 88 === The principal objective of this research is to reduce the elapsed time of large-scale nonlinear dynamic structural finite element analysis using parallel computing techniques. The major tasks and contributions of this research are: (a) employing the general spar...
Main Authors: | Yuan-Sen Yang, 楊元森 |
---|---|
Other Authors: | Shang-Hsien Hsieh |
Format: | Others |
Language: | en_US |
Published: |
2000
|
Online Access: | http://ndltd.ncl.edu.tw/handle/08819778743713861675 |
Similar Items
-
Partial Refactorization in Sparse Matrix Solution: A New Possibility for Faster Nonlinear Finite Element Analysis
by: Qi Song, et al.
Published: (2013-01-01) -
Excessive Memory Usage of the ELLPACK Sparse Matrix Storage Scheme throughout the Finite Element Computations
by: G. Akinci, et al.
Published: (2014-12-01) -
Finite Element Model updating of a structure with sparse nonlinearities
by: Cristiano Dias Cunha
Published: (2021) -
Finite Element Structural Analysis Using Parallel Sparse Solver Approach
by: Po-Yao Hsu, et al.
Published: (2000) -
Parallel finite element analysis of nonlinear problems
by: Ku, Chi Ming John
Published: (1996)