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dc.contributor.author	DE LEON ESCOBEDO, DAVID
dc.contributor.author	MANJARREZ GARDUÑO, LORENA ELIZABETH
dc.contributor.author	ANG, ALFREDO H-S
dc.creator	DE LEON ESCOBEDO, DAVID; 120144
dc.creator	MANJARREZ GARDUÑO, LORENA ELIZABETH; 742037
dc.creator	ANG, ALFREDO H-S;;
dc.date.accessioned	2016-03-16T17:14:15Z
dc.date.available	2016-03-16T17:14:15Z
dc.date.issued	2008
dc.identifier	http://www.redalyc.org/articulo.oa?id=10415207
dc.identifier.uri	http://hdl.handle.net/20.500.11799/38164
dc.description	A highway bridge located in Tampico, on the east coast of Mexico, is analyzed to determine its structural reliability against wind loading. The inherent variabilities of the random wind force and of the mechanical properties of steel constitute the aleatory uncertainty; this contributes to the probability of failure of the steel girder. The idealization of the loading and of the bridge structure, and the analysis of the structural response to wind loading, contribute to additional uncertainty of the epistemic type, which leads to a range of possible (or distribution of) failure probabilities. The design with the minimum expected life-cycle cost is the optimal design. However, for this optimal design, the 90% value (or the mean plus one standard deviation value) of the corresponding failure probability or safety index may be selected for a risk-aversive design. The proposed criteria constitute a new approach to make conservative decisions and involve the epistemic uncertainty on the bridge design and assessment process
dc.format	application/pdf
dc.language.iso	eng	es
dc.publisher	Universidad Autónoma del Estado de México
dc.relation	http://www.redalyc.org/revista.oa?id=104
dc.rights	openAccess	es
dc.rights.uri	http://creativecommons.org/licenses/by-nc-nd/4.0
dc.source	Ciencia Ergo Sum (México) Num.2 Vol.15
dc.subject	Multidisciplinarias (Ciencias Sociales)	es
dc.subject	Bridge reliability	es
dc.subject	expected life-cycle cost	es
dc.subject	optimal design	es
dc.subject	wind loading	es
dc.subject	epistemic uncertainty	es
dc.subject.classification	CIENCIAS SOCIALES
dc.title	Structural Reliability of the Tampico Bridge under Wind Loading
dc.type	Artículo
dc.provenance	Científica	es
dc.road	Dorada	es
dc.ambito	Internacional	es
dc.audience	students
dc.audience	researchers
dc.identificator	5

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