Search results for "RC buildings"

showing 2 items of 2 documents

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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Seismic Behavior of Lisbon Mixed Masonry-RC Buildings With Historical Value: A Contribution for the Practical Assessment

2018

The fact that linear analysis is still the most used procedure in the design engineering offices, studies which addresses issues associated to the estimation of the structural behavior factor values are relevant. In this study, the behavior factor of a particular type of mixed masonry-reinforced concrete buildings in Lisbon is estimated. The typology chosen in this study represents 30% of building stock in Lisbon; these buildings were built between 1930 and 1960 and thus were designed without considering the seismic-design requirements proposed in current codes. The evaluation of the behavior factors was based on the use of nonlinear static analyses, performed in the form of the sensitivity…

TypologyStructural typenonlinear static analysesComputer scienceGeography Planning and Development0211 other engineering and technologiesmixed masonry-RC buildings020101 civil engineering02 engineering and technologyLinear analysisCivil engineering0201 civil engineeringlcsh:HT165.5-169.9021110 strategic defence & security studiesbusiness.industryseismic behaviorbehavior factorBuilding and ConstructionMasonrypractical assessmentlcsh:City planninguncertaintiesUrban StudiesNonlinear systemlcsh:TA1-2040businesslcsh:Engineering (General). Civil engineering (General)Frontiers in Built Environment
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