To browse Academia. edu no longer supports Internet Explorer. To browse Academia. It is possible, however, to determine, with relative ease, bounds on the system reliability. edu no longer supports Internet Explorer. Registered in England & Wales No.
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Enter the email address you signed up with and well email you a reset link. A numerical example of the improvement is given. Academia. Recommended articles lists articles that we recommend and is powered by our AI driven recommendation engine. The task of determining the reliability of such a system under these conditions would be extremely difficult even if the necessary joint distribution functions were known.
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Cited by lists content citing articles based webpage Crossref citations. Previously derived upper and lower bounds on the probability of failure of a system of correlated elements in series have been formulated in terms of failure probabilities of individual elements and second-order probabilities of the joint failures of two elements. The bounds are derived for general conditions of modal resistance and load distribution including time-dependent cases. Enter the email address you signed up with and well email you a reset link.
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For more information please visit our Permissions help page. One or the other of these bounds may also serve as an approximation to the desired reliability if the conditions leading to its derivation bold. edu and the wider internet faster and more securely, please take a few seconds toupgrade your browser. Permission can also be obtained via Rightslink.
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Academia. Articles with the Crossref icon will open in a new tab. . People also read lists articles that other readers of this article have read. In this paper, improved bounds are derived by an extension of arguments used to derive second-order bounds and by introduction of third-order simultaneous dig this probabilities. 3099067
5 Howick Place | London | SW1P 1WGMost civil engineering structural problems are characterized not by a single random resistance subjected to a single random load, but by a complicated structural system exhibiting a number of mutually dependent modes acted on by a sequence of mutually dependent random loads.
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edu and the wider internet faster and more securely, please take a few seconds toupgrade your browser. In particular, it is likely that in many civil engineering situations the conditions are more nearly those of perfect dependence among modal failure events than perfect independence as is often assumed. The results prove valuable in a qualitative sense by showing the effect of such factors as number of modes, length of design life, and probabilistic dependence among modal resistances and among successive loads on the reliability of the system as a whole. In this case, a system reliability approximation is most readily obtained. A second-order improvement of the previously given second-order upper bound is obtained as a corollaryPlease note: We are unable to provide a copy of the article, please see our help page How do I view content?To request a reprint or commercial or derivative permissions for this article, please click on the relevant link below. .