This paper deals with the practical implementation of the statistical equivalent linearization method (EQL) in conjunction with general FE-analysis to evaluate non-linear structural response under random excitation. A computational procedure is presented which requires the non-linear part of the sys
β¦ LIBER β¦
A singular perturbation-finite element procedure for the analysis of edge effects in shell structures
β Scribed by Behruz Vahdani-Sanavi; L.Carter Wellford Jr
- Publisher
- Elsevier Science
- Year
- 1988
- Tongue
- English
- Weight
- 671 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0045-7949
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