Search results for " Cost"

showing 10 items of 3966 documents

Stiffness and strength of composite truss beam to R.C. column connection in MRFs

2015

Abstract The results of experimental and numerical investigations on the cyclic behavior of composite truss beam to reinforced concrete column connection of moment resisting frames are reported. The beams are constituted by a steel truss and end zone added rebar embedded within a concrete block cast in place, so that, after curing, the steel truss and the added rebar work together with the concrete matrix as reinforcement of the composite beam. Particularly, three specimens of two-span continuous beams were tested under monotonic and cyclic actions as three point bending test. With the goal to investigate about the behavior of the end zone of the beam integrated into a moment resisting fram…

Beam-to-column connection; Cyclic behavior of beam end zone; Experimental three-point bending tests; Fiber model; Hybrid steel trussed-concrete beams; Building and Construction; Civil and Structural Engineering; Mechanics of MaterialsExperimental three-point bending testMaterials scienceThree point flexural testRebarTrusslaw.inventionBeam-to-column connectionFiber modellawmedicineMechanics of MaterialHybrid steel trussed-concrete beamComposite materialCivil and Structural Engineeringbusiness.industryMetals and AlloysStiffnessStructural engineeringBuilding and ConstructionExperimental three-point bending testsReinforced concrete columnCyclic behavior of beam end zoneStrength of materialsSettore ICAR/09 - Tecnica Delle CostruzioniHybrid steel trussed-concrete beamsMechanics of MaterialsPlastic hingemedicine.symptom2506businessBeam (structure)
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Performance of Steel Fibrous Reinforced Concrete Corbels Subjected to Vertical and Horizontal Loads

2009

A softened strut-and-tie macromodel able to reproduce the flexural behavior of corbels in plain and fibrous concrete and with the presence of steel bars, including softening of compressed struts and yielding of main and secondary steel bars, is presented in this paper. The main focus of the proposed model is the determination of the load-deflection curves of corbels subjected to the coupled effects of vertical and horizontal forces bearing in mind the influence of the type of concrete (normal or high strength), of the fiber percentage and of the arrangement and percentage of the main and secondary (horizontal stirrup) steel bars. A validation of the proposed model is made therefore with ref…

Bearing (mechanical)Materials scienceHorizontal and verticalbusiness.industryMechanical EngineeringBuilding and ConstructionStructural engineeringFiber-reinforced concretereinforced concreteStirruplaw.inventionFlexural strengthsteel fiberMechanics of MaterialslawCorbelShear strengthGeneral Materials ScienceGeotechnical engineeringshear strengthSettore ICAR/08 - Scienza Delle CostruzionibusinessSofteningCivil and Structural EngineeringJournal of Structural Engineering
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The use of steel angles for the connection of laminated glass beams: Experiments and modelling

2012

Abstract In the present paper the experimental results relative to three-point bending tests on multilayer glass beams and on semi-rigid connections realised with stainless double web angles are presented and discussed. Small and medium size glass beams were tested and load–deflection curves and crack patterns at failure were recorded. The laminated glass specimens, of equal cross-section, were characterised by three different combinations of annealed float and fully thermally tempered glass plies and different interlayers. Steel joints constituted by double web angles to connect two glass beams were tested adopting several geometrical configurations and using stainless steel bolts preloade…

Bearing capacityMaterials scienceStainleConnection (vector bundle)Settore ICAR/10 - Architettura TecnicaToughened glassBuilding and ConstructionBendingPhysics::Classical PhysicsCondensed Matter::Disordered Systems and Neural NetworksFlexural responseSettore ICAR/09 - Tecnica Delle CostruzioniGlass memberBrittlenessFlexural strengthSteel angleMultilayerGlaGeneral Materials ScienceBearing capacityComposite materialLaminated glassCivil and Structural EngineeringStress concentrationConstruction and Building Materials
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Reflexiones y medidas sobre el consumo de bebidas alcohólicas

2007

El consumo de alcohol está establecido culturalmente, arraigado en nuestras conductas o hábitos diarios de bebida y por ello, influyendo directamente en la salud de los ciudadanos de nuestro país y en concreto, determinando la salud de nuestros jóvenes. La situación del alcohol respecto a la prevención es difícil, con programas genéricos, sin la participación de las madres y padres, con el consumo de bebidas alcohólicas establecido en muchos hogares, con la tiranía de la publicidad y la falta de programa claro de actuación desde las distintas administraciones; la solución, desafortunadamente, está muy alejada de nuestra realidad a corto plazo. Se apuntan algunas reflexiones sobre la necesid…

Bebidas alcohólicas botellón jóvenes programas de prevención transmisión de la costumbre de beber alcohol y manejo del estado de ánimo.:PSICOLOGÍA::Psicofarmacología [UNESCO]:PSICOLOGÍA [UNESCO]UNESCO::PSICOLOGÍAUNESCO::PSICOLOGÍA::Psicofarmacología
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Evaluation of the bending behaviour of laminated glass beams via electronic speckle pattern interferometry

2017

The paper is devoted to the experimental analysis of the kinematical and mechanical behaviour of laminated glass beam structures. In particular, the utilized laminated glass specimens are composed of two glass layers bonded by a polymer layer constituted by Ethylene-vinyl acetate whose thickness has been nominally considered as constant for all the specimens. The experimental behaviour of the analyzed specimens is deduced by applying Electronic Speckle- Pattern Interferometry technique; actually, among optical methods this technique (handled by phase-stepping technique) is very effective to obtain a full-field displacement map and to numerically achieve the longitudinal strain. In particula…

Bending behaviourThin layersMaterials scienceESPIInterlayerGeneral Chemical EngineeringExperimental analysiMechanical EngineeringEthylene-Vinyl Acetate (EVA)Laminated glaMultilayer beamBendingStress (mechanics)InterferometryEquivalent thickneElectronic speckle pattern interferometryModeling and SimulationPure bendingForensic engineeringChemical Engineering (all)Composite materialElectrical and Electronic EngineeringLaminated glassSettore ICAR/08 - Scienza Delle CostruzioniBeam (structure)
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Commento all'art. 40

2012

Beni culturaliSettore IUS/08 - Diritto Costituzionaleaccordi tra Amministrazioniinterventi conservativi
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Application of the 3-D boundary element method to delaminated composite structures

2013

A three-dimensional boundary element model for anisotropic solids is presented to study the fracture mechanics behavior of delaminated composite structures. The multi-domain technique is implemented to model the layered configurations and the cracks occurring at bi-material interface. The Modified Crack Closure Integral technique is implemented to characterize the fracture mechanics behavior of delaminations in terms of the total energy release rate and mode mix phase angles. Validating analyses, performed on different delaminated configurations, have shown the effectiveness of the proposed approach. Moreover, some original results are presented to investigate the effects of the stacking se…

Bi-material interfaceMaterials scienceFracture mechanicComposite numberStackingDelaminated composite structureStructure (composition)Crack closureFracture parameterFracture mechanics behaviorGeneral Materials ScienceModified crack closure integralComposite materialAnisotropySettore ING-IND/04 - Costruzioni E Strutture AerospazialiBoundary element methodCrackMechanical EngineeringDelaminationAnisotropic solidStacking sequence Boundary element methodThree dimensional Failure (mechanical)Fracture mechanicsBoundary element modelMechanics of MaterialsDelaminationFracture (geology)
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Big Data and Antitrust Enforcement

2017

The interaction between information, innovation and market outcomes is shaping the modern digital industries of the 21st century: the business models of search engines, social networks, e-commerce websites and marketplaces are highly reliant on the ability to gather and process large amount of data. At the same time, it is increasingly recognized that the use of Big Data by online platforms and intermediaries has far-reaching consequences not only on economic activity, but also on social and political mechanisms: technological developments affecting information flows affect the organization of markets as well as the nature of individual interactions and the functioning of the political proc…

Big DataAntitrustMergerPrivacyCompetition policySettore IUS/08 - Diritto CostituzionaleAntitrust; Big Data; Mergers; Privacy; Competition policyRivista Italiana di Antitrust / Italian Antitrust Review
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Corte edu e Corte costituzionale tra operazioni di bilanciamento e precedente vincolante. Spunti teorico-generali e ricadute penalistiche (pt. I)

2019

This article is divided into three parts. The subject is the complex connections between the test balancing of the Italian Constitutional Court and that of the CEDU Court. Balancing between interests protected by European Convention and interests protected by national constitutional system. The “ad hoc balancing” is the first type of test balancing, according to the author, applied by CEDU Court to many judicial cases, which argues that the value protected by the European Convention is superior to the value protected by the national State. In the second part of the article, the author shows some judicial cases as examples of his argumentation. In the third part, the author analyzes the case…

Bilanciamento precedente giudiziario corte edu corte costituzionale.Settore IUS/17 - Diritto Penale
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“A Miracle of Architecture”: The Billiemi limestone Columns of the Church of San Giuseppe dei Teatini in Palermo and Domenico Fontana’s Method for Li…

2014

La chiesa di San Giuseppe dei Teatini di Palermo (costruita a partire dal 1619), è un’architettura singolare nel panorama internazionale del Sei-Settecento. La realizzazione di una spregiudicata conformazione basilicale con copertura a volte, impostata su una sequenza di colonne monolitiche giganti nelle navate e nella crociera con cupola con sostegni alti fino a 10m, è il risultato della convergenza di più fattori. Il conseguimento di questo traguardo si deve alla scoperta nel territorio di Palermo, alla fine del XVI secolo, di un calcare compatto (il “Billiemi”) dalle qualità estetiche e strutturali assimilabili al marmo e in grado di generare poderosi monoliti. Questa opportunità innescò…

Billiemi limestone monolithic columns construction 17th century Sicilian churches Domenico FontanaPietra Billiemi colonne monolitiche costruzione chiese Sicilia XVII secolo Domenico FontanaSettore ICAR/18 - Storia Dell'Architettura
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