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contributor authorHoward Hwang
contributor authorBruce Ellingwood
contributor authorMasanobu Shinozuka
contributor authorMorris Reich
date accessioned2017-05-08T20:52:30Z
date available2017-05-08T20:52:30Z
date copyrightMay 1987
date issued1987
identifier other%28asce%290733-9445%281987%29113%3A5%28925%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30082
description abstractThis paper summarizes the results of a research program conducted during 1980–1985 to develop probability‐based analysis and design procedures for structures in nuclear plants. Limit states of concrete containments and shear walls are formulated. Probabilistic models for static and dynamic loads and structural resistance variables are established. Reliability analysis methods are established for estimating limit state probabilities for nuclear plant structures subjected to combinations of static and dynamic loads. Practical probability‐based design criteria are developed for concrete containments and shear walls in a load and resistance factor design format. The load and resistance factors are illustrated for several limit states and target limit state probabilities.
publisherAmerican Society of Civil Engineers
titleProbability‐Based Design Criteria for Nuclear Plant Structures
typeJournal Paper
journal volume113
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1987)113:5(925)
treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 005
contenttypeFulltext


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