Citation
Abstract
An efficient procedure is described for reanalysis of space-truss structural frameworks. The procedure has been programmed to operate as a post-processor to determine response changes from sets of displacements developed for the initial structure by an independent structural analysis system. Examples given show substantial savings in computation time when operating in conjunction with the NASTRAN structural analysis system.
Details
- Volume
- II
- Published
- April 15, 1971
- Pages
- 108–112
- File Size
- 466.3 KB