A procedure for sensitivity analysis used with nonlinear incremental-iterative structural analysis of frames is proposed. The sensitivity of displacement and stress are considered. The accuracy and efficiency of this method are confirmed by several examples. The method can be used for the second-ord
β¦ LIBER β¦
Large deflection dynamic analysis of space frames
β Scribed by Siu Lai Chan
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 771 KB
- Volume
- 58
- Category
- Article
- ISSN
- 0045-7949
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