Search results for "Fille"

showing 10 items of 225 documents

Parameters affecting the fundamental period of infilled RC frame structures

2015

Despite the fact that the fundamental period appears to be one of the most critical parameters for the seismic design of structures according to the modal superposition method, the so far available in the literature proposals for its estimation are often conflicting with each other making their use uncertain. Furthermore, the majority of these proposals do not take into account the presence of infills walls into the structure despite the fact that infill walls increase the stiffness and mass of structure leading to significant changes in the fundamental period numerical value. Toward this end, this paper presents a detailed and in-depth analytical investigation on the parameters that affect…

Reinforced concrete buildingEngineeringInfilled framesReinforced concrete buildingsInfill wallbusiness.industryModal analysisModal analysisStructure (category theory)StiffnessStructural engineeringMasonrySpan (engineering)Modal analysiSeismic analysisFundamental periodInfillmedicineGeotechnical engineeringmedicine.symptombusinessFundamental period; Infilled frames; Masonry; Modal analysis; Reinforced concrete buildings; Civil and Structural EngineeringMasonryInfilled frameCivil and Structural Engineering
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A macro-modelling approach for the analysis of infilled frame structures considering the effects of openings and vertical loads

2015

During the last decades, several macro-models have been proposed for the modelling of the infill panels' contribution to the lateral strength of frames. Despite all this effort, a robust model, which takes into account the influence of the vertical load, is not yet available. Furthermore, the influence of the very common case of infill walls with openings, such as windows and doors, has been neglected in all the code provisions that have been published so far. In this paper, an updated macro-model, based on the equivalent pin-jointed diagonal compressive strut, is presented. The proposed macro-model is able to represent the stiffening effect of the infill panel with openings by taking into …

RiskEngineeringequivalent strut; finite element analysis; infilled frames; masonry; opening effect; vertical load effect; Civil and Structural Engineering; Geotechnical Engineering and Engineering Geology; Safety Risk Reliability and Quality; Building and Construction; Mechanical Engineering; Ocean EngineeringDiagonal0211 other engineering and technologies020101 civil engineeringOcean Engineering02 engineering and technologyfinite element analysis0201 civil engineering021105 building & constructionInfillGeotechnical engineeringopening effectMacroSafety Risk Reliability and Qualityvertical load effectCivil and Structural EngineeringMathematical modelbusiness.industryinfilled frameMechanical EngineeringFrame (networking)Structural engineeringBuilding and ConstructionMasonryGeotechnical Engineering and Engineering GeologyFinite element methodfinite element analysiStiffeningequivalent strutmasonryinfilled framesReliability and QualitySafetybusiness
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CFD simulations of spacer-filled channels for pressure retarded osmosis applications

2015

Different spacer features and operating conditions were investigated in order to identify a good compromise between concentration polarization and pumping power reductions.

Salinity gradient power PRO osmosis energy recovery CFD spacer-filled channels
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L'école des filles : Quelle formation pour quels rôles sociaux ? Nouvelle édition revue et actualisée

2004

04071; Si filles et garçons font des scolarités différentes, n'est-ce pas, in fine parce qu'ils sont différents ? Pourtant, les recherches accumulées sur ces questions depuis trente ans convainquent de ce qu'on fait face, non pas à de simples différences, mais bien à de véritables inégalités. Certes des évolutions prennent place, notamment dans la société, qui se répercutent dans l'école. Il fallait donc actualiser "L'école des filles" paru en 1990, et présenter à la fois un bilan actuel de ces inégalités indissociablement scolaires et sociales, et dessiner les tendances qui augurent des évolutions à venir.

SchoolFilleGender inequalitySocial lifeChoix d'une profession[SHS.SOCIO] Humanities and Social Sciences/Sociology[SHS.EDU]Humanities and Social Sciences/Education[SHS.EDU] Humanities and Social Sciences/EducationVie socialeEducationEducation des fillesChoice of a careerFormation professionnelle[SHS.SOCIO]Humanities and Social Sciences/SociologyVocational guidanceFemmeEcole[ SHS.EDU ] Humanities and Social Sciences/Education[ SHS.SOCIO ] Humanities and Social Sciences/SociologyCareers' adviceDifférenciation sexuelleOrientation scolaire et professionnelleGirls' educationGirlGender differenciationInégalité sexuelleFranceChoix des études
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Out of plane fragility of infill walls with and without prior in-plane damage

2019

The paper presents the results of a probabilistic assessment framework aimed at evaluating out-of-plane fragility curves of infill walls which have suffered (or not) prior in-plane damage. Out-of-plane incremental dynamic analyses are performed based on a suite of 22 ground motion records. A recently developed in-plane / out-of-plane macroelement model is used to model masonry infills within frames. The outcomes show fragility curves representing the probability of exceeding out-of-plane collapse at a given earthquake intensity as a function of a different combination of geometrical and mechanical parameters, in-plane damage level and supporting conditions.

Settore ICAR/09 - Tecnica Delle CostruzioniIncremental Dynamic Analysis Fragility Curves Masonry Infilled Frames Reinforced concrete
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Infilled frames: Influence of vertical load on the equivalent diagonal strut model

2008

The influence of masonry infills on framed structures behaviour is a central topic in the seismic design procedures and in the hazard evaluation of existing buildings. Many models use equivalent strut elements in order to represent the infill but among the several parameters influencing the interaction between frame and infill the level of vertical loads is hardly considered. Nevertheless, neglecting this effect may produce inaccuracy because the axial deformations of the loaded columns can produce non-negligible variation in the contact region between infill and surrounding frame, influencing the seismic response of the infilled frame. It can easily been observed that, when this regions ex…

Settore ICAR/09 - Tecnica Delle CostruzioniInfilled frames equivalent diagonal pin-jointed strut model vertical load influence
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Simplified equivalent finite element modelling of concrete-filled steel tubular K-joints with and without studs

2022

Concrete Filled Steel Tubular (CFST) K-joints employed for truss structures gained high interest in the last years due to their widespread use in engineering practice. The overall performances of these joints can be efficiently improved by using steel studs welded in the inner surface of the steel chord filled with the concrete, avoiding punching shear failure, and improving the overall strength and ductility. However, a reliable prediction of the structural behavior of the joints is outmost of importance for the assessment of the capacity of new and existing structures, and there are no standardized design methods nowadays. In this paper, the structural performances of CFST K-joints with a…

Settore ICAR/09 - Tecnica Delle CostruzioniSimplified equivalent modellingK-jointsSteel studsConcrete filled steel tubes (CFST); Finite element modelling (FEM); K-joints; Simplified equivalent modelling; Steel studsConcrete filled steel tubes (CFST) Finite element modelling (FEM) K-joints Simplified equivalent modelling Steel studsConcrete filled steel tubes (CFST)Civil and Structural EngineeringFinite element modelling (FEM)
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RC Masonry infilled frames: Experimental results and development of predictive techniques for the assessment of seismic response

2014

La presenza di tamponamenti in muratura all’interno delle maglie di strutture intelaiate induce, in presenza di azioni laterali, una sostanziale modificazione della risposta globale rispetto a quella dei telai nudi in termini di rigidezza, resistenza e capacità di spostamento. La tesi presenta i risultati di una campagna sperimentale su telai tamponati con diverse tipologie di muratura soggetti a prove di carico cicliche. Successivamente viene proposto un criterio per la modellazione semplificata del comportamento ciclico attraverso un macromodello a puntone diagonale equivalente. Una ulteriore indagine numerica è eseguita per valutare l'entità degli effetti locali dovuti all'interazione fr…

Settore ICAR/09 - Tecnica Delle CostruzioniTamponamenti muratira calcestruzzo armato comportamento sismico effetti di interazione locale modellazione a fibre OpeseesMasonry infills Infilled Frames Reinforced Concrete Seismic performance Local interaction effects Fiber modeling Opensees
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Esperienze di laboratorio per la preparazione di calcestruzzi autocompattanti con filler siciliani

2008

Settore ICAR/11 - Produzione Ediliziacalcestruzzo autocompattante filler
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SCC-S (self compacting concrete siciliano) ovvero calcestruzzo autocompattante realizzato con filler naturale di provenienza vulcanica

2004

Settore ICAR/11 - Produzione Ediliziacalcestruzzo autocompattante filler vulcanico
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