NDLI: Influencia del deterioro por corrosión en la confiabilidad de edificios de concreto reforzado

Content Provider	Semantic Scholar
Author	Bueno, Carrillo Alberto, Carlos Alberto Carlos
Copyright Year	2016
Abstract	A probabilistic criterion proposed by Cornell et al (2002) and extended by Tolentino et al (2012) is used here to study the effect of long-term material degradation due to corrosion of reinforced concrete buildings located in the Pacific Coast of Mexico. The criterion considers, by means of closed form mathematical expressions, the simultaneous variation of the structural capacity and of the structural demand, over time. The structural reliability is represented in terms of two alternative indicators: a) the expected number of failures over a time interval, and b) the confidence factors as functions of time, within a Demand and Capacity Factor Design format. The reliability indicators are extended here in order to take into account the structural deterioration due to corrosion over a time interval. Both, aleatory and epistemic uncertainties are taken into account. The structural reliability is evaluated for a 3, 4, 5 and 6-story buildings subjected to a set of real seismic ground motions recorded in Acapulco Bay, Mexico.
File Format	PDF HTM / HTML
Alternate Webpage(s)	http://www.ptolomeo.unam.mx:8080/xmlui/bitstream/handle/132.248.52.100/10132/Tesis.pdf?sequence=1
Language	English
Access Restriction	Open
Content Type	Text
Resource Type	Article

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