dc.creatorDe León-Escobedo, David
dc.creatorDelgado-Hernández, David Joaquín
dc.creatorArteaga-Arcos, Juan Carlos
dc.creatorFlores-Gomorra, Jhonnatan
dc.date2018-02-19T17:11:42Z
dc.date2018-02-19T17:11:42Z
dc.date2017-03-10
dc.date.accessioned2023-07-20T13:03:20Z
dc.date.available2023-07-20T13:03:20Z
dc.identifier2092-7614
dc.identifierhttp://hdl.handle.net/20.500.11799/68730
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/7716657
dc.descriptionThe compensation factors are based on the expected losses due to a concrete resistance below of the nominal value. The factors are calculated for the case when the difference is found on a beam or a column, an edge, central or interior column, and a member in the first or last floors of the building.
dc.descriptionCompensation factors are proposed for the case when differences between nominal and actual values of concrete strength are found in a reinforced concrete building.
dc.languageeng
dc.publisherEarthquakes and Structures
dc.relationVol.;12
dc.relationNo.;3
dc.rightsrestrictedAccess
dc.rightshttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rightsrestrictedAccess
dc.rightshttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subjectconcrete strength
dc.subjectdifferences on resistances
dc.subjectstructural reliability
dc.subjectexpected losses
dc.titleDifferences on specified and actual concrete strength for buildings on seismic zones
dc.typeArtículo


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