0000000000125573

AUTHOR

Pierre Jehel

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Seismic evaluation of ordinary RC buildings retrofitted with externally bonded FRPs using a reliability-based approach

2020

International audience; Despite the extensive literature on reinforced concrete (RC) members retrofitted with fiberreinforced polymer (FRP) composites, few studies have employed a reliability-based approach to evaluate the seismic performance of RC buildings in terms of their collapse capacity and ductility. In this study, the performance of a poorly-confined RC building structure is investigated for different FRP retrofitting schemes using different configurations and combinations of wrapping and flange-bonded FRPs, as two well-established techniques. A nonlinear pushover analysis is then implemented with a computational reliability analysis based on Latin Hypercube Sampling (LHS) to deter…

Computer science02 engineering and technologyRetrofitting0203 mechanical engineeringRC buildings[PHYS.MECA.SOLID]Physics [physics]/Mechanics [physics]/Solid mechanics [physics.class-ph]RetrofittingCollapse capacityDuctilityReliability (statistics)Civil and Structural EngineeringDuctilitybusiness.industryProbabilistic logicFailure modeStructural engineeringFibre-reinforced plastic021001 nanoscience & nanotechnologyReliability020303 mechanical engineering & transportsLatin hypercube samplingCeramics and Composites0210 nano-technologybusinessMaterial propertiesFailure mode and effects analysisFRP
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