Geometric Nonlinear Analysis of Structures with Qualified External Stiffness Matrix
碩士 === 國立臺灣大學 === 土木工程學研究所 === 99 === A geometrically nonlinear analysis can be basically decomposed into two phases: the predictor phase and corrector phase. How to calculate the member forces for each incremental step in the corrector phase is a critical issue, as it controls the accuracy of the...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2011
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/56001973530089429868 |