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contributor authorMagdy S. L. Roufaiel
contributor authorChristian Meyer
date accessioned2017-05-08T20:52:21Z
date available2017-05-08T20:52:21Z
date copyrightMarch 1987
date issued1987
identifier other%28asce%290733-9445%281987%29113%3A3%28445%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30001
description abstractA methodology that permits an assessment of the reliability of concrete frames, which may have been damaged in previous earthquakes, is presented. Using Monte Carlo simulation, damage probability matrices are constructed that take into account the variability of building strength parameters in addition to the randomness of ground motions. This methodology can serve owners and public officials as a decision aid for strengthening strategies and repairs.
publisherAmerican Society of Civil Engineers
titleReliability of Concrete Frames Damaged by Earthquakes
typeJournal Paper
journal volume113
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1987)113:3(445)
treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
contenttypeFulltext


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