STRUCTURAL RELIABILITY-ANALYSIS METHOD FOR VISCOELASTIC MEMBERS

Citation
Ta. Philpot et al., STRUCTURAL RELIABILITY-ANALYSIS METHOD FOR VISCOELASTIC MEMBERS, Computers & structures, 53(3), 1994, pp. 591-599
Citations number
14
Categorie Soggetti
Computer Sciences","Computer Application, Chemistry & Engineering","Computer Science Interdisciplinary Applications","Engineering, Civil
Journal title
ISSN journal
00457949
Volume
53
Issue
3
Year of publication
1994
Pages
591 - 599
Database
ISI
SICI code
0045-7949(1994)53:3<591:SRMFVM>2.0.ZU;2-Q
Abstract
The structural performance of viscoelastic materials may be strongly d ependent on the temporal characteristics of the applied loadings. This time dependence cannot be properly considered in structural reliabili ty studies using the conventional analysis techniques such as first-or der, second-moment methods. However, Monte Carlo simulation can be ada pted for this purpose provided time-dependent stochastic load models a nd stress-strain models are available. In this paper, a structural rel iability analysis method is presented which includes both time-depende nt structural loads and material response. The application of the meth od to a reliability analysis of a deflection serviceability limit stat e is presented for illustration.