A computational procedure for the implementation of equivalent linearization in finite element analysis.
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...
| Yayımlandı: | Earthquake engineering & structural dynamics. 29, 1 (2000). |
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| Materyal Türü: | Makale |
| Dil: | English |
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