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
An equivalent linear finite element approach for the estimation of pile foundation stiffnesses
✍ Scribed by E. A. Maragakis; B. M. Douglas; S. M. Abdel-Ghaffar
- Publisher
- John Wiley and Sons
- Year
- 1994
- Tongue
- English
- Weight
- 537 KB
- Volume
- 23
- Category
- Article
- ISSN
- 0098-8847
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