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Risk analysis for code calibration
dc.contributor.authorNowak, Andrzej S.en_US
dc.date.accessioned2006-04-07T17:56:43Z
dc.date.available2006-04-07T17:56:43Z
dc.date.issued1982-1983en_US
dc.identifier.citationNowak, Andrzej S. (1982-1983)."Risk analysis for code calibration." Structural Safety 1(4): 289-304. <http://hdl.handle.net/2027.42/24108>en_US
dc.identifier.urihttp://www.sciencedirect.com/science/article/B6V54-48053KS-X/2/0b1c79f7e5fa961959ba45441e730f7fen_US
dc.identifier.urihttps://hdl.handle.net/2027.42/24108
dc.description.abstractA procedure has been developed to calibrate safety indices for various types of structures.The load model is based on normal approximations of non-normal distributions at the design point. For time varying loads, the basic time intervals are considered, with probabilities of occurrence in each interval and conditional distributions of intensity.Load and resistance factor format and allowable stress design are considered. Computations were carried out for the National Building Code of Canada.Safety indices are presented in charts and tables. The results can be used to determine optimum values of resistance factors and/or safety factors.en_US
dc.format.extent826315 bytes
dc.format.extent3118 bytes
dc.format.mimetypeapplication/pdf
dc.format.mimetypetext/plain
dc.language.isoen_US
dc.publisherElsevieren_US
dc.titleRisk analysis for code calibrationen_US
dc.typeArticleen_US
dc.rights.robotsIndexNoFollowen_US
dc.subject.hlbsecondlevelCivil and Environmental Engineeringen_US
dc.subject.hlbtoplevelEngineeringen_US
dc.description.peerreviewedPeer Revieweden_US
dc.contributor.affiliationumDepartment of Civil Engineering, University of Michigan, Ann Arbor, MI 48109, U.S.A.en_US
dc.description.bitstreamurlhttp://deepblue.lib.umich.edu/bitstream/2027.42/24108/1/0000365.pdfen_US
dc.identifier.doihttp://dx.doi.org/10.1016/0167-4730(82)90005-4en_US
dc.identifier.sourceStructural Safetyen_US
dc.owningcollnameInterdisciplinary and Peer-Reviewed


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