Show simple item record

contributor authorMehrdad Soltani
contributor authorRoss B. Corotis
date accessioned2017-05-08T20:52:12Z
date available2017-05-08T20:52:12Z
date copyrightOctober 1987
date issued1987
identifier other%28asce%290733-9445%281987%29113%3A10%282145%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29913
description abstractThe reliability of redundant structural systems is computed in load space. The limit state curve is determined using a nonlinear structural analysis program, and system reliability is evaluated as load vectors are simulated and identified as being in the safe or unsafe region. For the case of random strength variables, a distribution function is associated with the limit state curve. Structures are examined as load space dimension is reduced from seven to either two or three. It is shown that a three‐dimensional load space formulation has the potential to provide a reasonable approximation of system reliability of structural systems.
publisherAmerican Society of Civil Engineers
titleReliability of Random Structural Systems and Load Space Reduction
typeJournal Paper
journal volume113
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1987)113:10(2145)
treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 010
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record