Review of confidence factor in EC8-part3: a european code for seismic assessment of existing buildings

dc.contributor.authorRajeev, P
dc.contributor.authorFranchin, P
dc.contributor.authorPinto, PE
dc.date.accessioned2013-11-19T19:00:33Z
dc.date.available2013-11-19T19:00:33Z
dc.date.issued2013-11-20
dc.description.abstractThe built environment, both historic and of recent construction, is exposed to high level of seismic risk due to increasing level of seismicity around the world. Thus, it is necessary to assess the existing building performance to current level of seismicity in order to perform the cost-effective interventions. EC8-Part 3 is devoted to seismic assessment/retrofitting of existing buildings. This document introduces an adjustment factor to account for epistemic uncertainty, called “confidence factor (CF)”. CF is based on the level of knowledge of the structural properties such as geometry, reinforcement layout and detailing, and materials. This solution, plausible from a logical point of view, cannot yet profit from the experience of use in practice, hence its soundness needs to be investigated in real applications. This paper proposes a probabilistic based method to calibrate CF, which can simulate the entire assessment procedure conditional on the acquired knowledge. The method is then applied to six-storey three-bay reinforced concrete frame to assess the role of CF. The obtained CF's values are then critically examined and compared with code-specified ones. The critical problems of using a single factor in seismic assessment of existing buildings are pinpointed.en_US
dc.identifier.conferenceInternational Conference on Sustainable Built Environment (ICSBE-2010)en_US
dc.identifier.pgnos256-262 pp.en_US
dc.identifier.placeKandyen_US
dc.identifier.urihttp://dl.lib.mrt.ac.lk/handle/123/9270
dc.identifier.year2010en_US
dc.language.isoenen_US
dc.subjectReinforced concreteen_US
dc.subjectTesting and Inspectionen_US
dc.subjectReinforcement detailsen_US
dc.subjectMaterial propertiesen_US
dc.subjectModelling assumptionsen_US
dc.subjectAnalysis methoden_US
dc.subjectKnowledge levelen_US
dc.titleReview of confidence factor in EC8-part3: a european code for seismic assessment of existing buildingsen_US
dc.typeConference-Full-texten_US

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