| Автор | Casciati, Fabio |
| Дата выпуска | 1978 |
| dc.description | ABSTRACTThis paper proposes a generalization of the computational approach to structural reliability analysis through a. parametric Monte Carlo technique. The probabilistic evaluation of the deflections at incipient collapse is emphasized and the parametric method is shown to be capable of performing an accurate analysis of the safety of structures behaving in accordance with the basic hypotheses of elastic-plastic analysis. An application of the parametric method shows its computational efficiency in evaluating the structural reliability of a portal frame. |
| Формат | application.pdf |
| Издатель | Taylor & Francis Group |
| Копирайт | Copyright Taylor and Francis Group, LLC |
| Название | A Probabilistic Approach to the Deformation Analysis of Elastic-Plastic Frames* |
| Тип | research-article |
| DOI | 10.1080/03601217808907328 |
| Print ISSN | 0360-1218 |
| Журнал | Journal of Structural Mechanics |
| Том | 6 |
| Первая страница | 45 |
| Последняя страница | 60 |
| Аффилиация | Casciati, Fabio; UNIVERSITÁ DI PAVIA |
| Выпуск | 1 |
