Search results for "2010"

showing 10 items of 449 documents

Limited Resistance Rigid Perfectly Plastic Hinges for Steel Frames

2017

The paper concerns the proposal of a new special device for steel frames that can be utilized as external constraint as well as internal one connecting the structure beam elements. The device is designed as a rigid perfectly plastic hinge characterized by suitably chosen stiffness and resistance. Its constituting material is steel. The elastic stiffness and the limit resistance, treated as independent of each other, are fixed with the aim of satisfying special features required to the structure. The proposed device is thought as a sandwich section with wing thickness appropriately variable. Its dimensions are designed so that it can exhibit the fixed independent stiffness and limit resistan…

Structural Devices Rigid Plastic Hinges Steel Structures Elastic Properties Limit ResistanceMaterials scienceResistance (ecology)business.industryComputational MechanicsHinge020101 civil engineering02 engineering and technologyBuilding and ConstructionStructural engineering0201 civil engineering020303 mechanical engineering & transports0203 mechanical engineeringMechanics of MaterialsArchitectureSettore ICAR/08 - Scienza Delle CostruzioniSafety Risk Reliability and QualitybusinessCivil and Structural EngineeringInternational Review of Civil Engineering (IRECE)
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Materials Communicating with the BIM: Aims and First Results of the McBIM Project

2019

This paper introduces McBIM, a French national research project working on on-line monitoring on concrete structure. This project gathers 3 french laboratories (the CRAN, LAAS and LIB) associated with one company (360SmartConnect/FINAO SAS) that are working together from 2018 to 2021. It proposes 1) to design a “communicating concrete”, made of concrete equipped with embedded low-energy wireless microsensor network, able to manage and exchange data using BIM standards, and 2) to demonstrate the usefulness of this approach across several building lifecycle phases, namely the manufacturing, construction and exploitation phases for structural health monitoring. The paper will first start by in…

Structure (mathematical logic)[INFO.INFO-LO] Computer Science [cs]/Logic in Computer Science [cs.LO]business.industryComputer science[SPI.GCIV.CD] Engineering Sciences [physics]/Civil Engineering/Construction durable020101 civil engineering02 engineering and technology[SPI.MAT] Engineering Sciences [physics]/Materials01 natural sciences0201 civil engineering[INFO.INFO-CL] Computer Science [cs]/Computation and Language [cs.CL]0103 physical sciencesSystems engineeringWirelessStructural health monitoring[SPI.GCIV.MAT] Engineering Sciences [physics]/Civil Engineering/Matériaux composites et constructionbusiness010301 acousticsStructural Health Monitoring 2019
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Subdifferential and conjugate calculus of integral functions with and without qualification conditions

2023

We characterize the subdifferential and the Fenchel conjugate of convex integral functions by means of respectively the approximate subdifferential and the conjugate of the associated convex normal integrands. The results are stated in Suslin locally convex spaces, and do not require continuity-type qualification conditions on the functions, nor special topological or algebraic structures on the index set. Consequently, when confined to separable Banach spaces, the characterizations of such a subdifferential are obtained using only the exact subdifferential of the given integrand but at nearby points. We also provide some simplifications of our formulas when additional continuity conditions…

Subdifferentialsconvex normal integrandsConvex normal integrandsSuslin spacessub-differentialsSuslin spaces. Mathematics Subject Classi…cation (2010): 26B0526J25[MATH.MATH-OC] Mathematics [math]/Optimization and Control [math.OC]49H05Integral functions and functionals
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An efficient framework for the elasto-plastic reliability assessment of uncertain wind excited systems

2016

Abstract In this paper a method to efficiently evaluate the reliability of elastic-perfectly plastic structures is proposed. The method is based on combining dynamic shakedown theory with Subset Simulation. In particular, focus is on describing the shakedown behavior of uncertain elasto-plastic systems driven by stochastic wind loads. The ability of the structure to shakedown is assumed as a limit state separating plastic collapse from a safe, if not elastic, state of the structure. The limit state is therefore evaluated in terms of a probabilistic load multiplier estimated through solving a series of linear programming problems posed in terms of the responses of the underlying linear elast…

Subset Simulation.Mathematical optimizationLinear programmingLinear elasticityProbabilistic logicDynamic wind effect020101 civil engineering02 engineering and technologyBuilding and ConstructionWind loadReliability analysi0201 civil engineeringShakedown020303 mechanical engineering & transportsElasto-plastic structure0203 mechanical engineeringExcited stateSubset simulationMultiplier (economics)Limit state designSettore ICAR/08 - Scienza Delle CostruzioniSafety Risk Reliability and QualityDynamic shakedownCivil and Structural EngineeringMathematicsStructural Safety
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Curvilinear constraints for free form deformations on subdivision surfaces

2010

This paper presents a method to deform a subdivision surface with curvilinear constraints. It combines an intuitive free form deformation with a Loop subdivision algorithm. The main advantage of this method of deformation is that it uses only vertices of an object and satisfies the geometrical constraints provided by the user. It permits us to control the final shape of the deformed object, defining the range (i.e. the impact) of the deformation before applying it. The deformation takes into account the Loop properties to follow the subdivision scheme, allowing the user to fix some curvilinear constraints at the subdivision level he works on and to render the final object at the level he wa…

Surface (mathematics)ComputingMethodologies_IMAGEPROCESSINGANDCOMPUTERVISION020101 civil engineering02 engineering and technologyDeformation (meteorology)Topology[INFO.INFO-CG]Computer Science [cs]/Computational Geometry [cs.CG]0201 civil engineeringModelling and Simulation0202 electrical engineering electronic engineering information engineeringSubdivision surfaceComputingMilieux_MISCELLANEOUSComputingMethodologies_COMPUTERGRAPHICSMathematicsSubdivisionCurvilinear coordinatesbusiness.industry020207 software engineering[ INFO.INFO-GR ] Computer Science [cs]/Graphics [cs.GR]Object (computer science)[INFO.INFO-GR]Computer Science [cs]/Graphics [cs.GR]Computer Science ApplicationsRange (mathematics)Modeling and Simulation[ INFO.INFO-CG ] Computer Science [cs]/Computational Geometry [cs.CG]Free-form deformationbusinessMathematical and Computer Modelling
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SUSTAINABLE ARCHITECTURE: THE ECO-EFFICIENCY EARTH CONSTRUCTION

2017

The appropriate choice of building materials can contribute decisively to reduce the energy consumption of the building sector. The increasing worries for the environmental impact of construction materials is witnessed by a lot of studies The mentioned worries has brought again the attention towards natural materials. The use of more sustainable construction materials and construction techniques represent a major contribution to the eco-efficiency of the construction industry and thus to a more sustainable development. Within this frame the renewed interest for a natural material such as the rammed earth is included; the interest has been in continuous growth from the 80s till today. The ra…

Sustainable developmentEconomics and EconometricsEngineeringArchitectural engineeringResource (biology)Earth construction sustainability architecturebusiness.industryGeography Planning and Development0211 other engineering and technologies020101 civil engineering02 engineering and technologyEnergy consumptionManagement Monitoring Policy and LawEnvironmental Science (miscellaneous)DevelopmentEco-efficiencySettore ICAR/12 - Tecnologia Dell'Architettura0201 civil engineeringRammed earth021105 building & constructionSustainabilitySustainable designOperations managementArchitecturebusinessEuropean Journal of Sustainable Development
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Graphical and Analytical Quantitative Comparison in the Domes Assessment: The Case of San Francesco di Paola

2021

(1) Methods for checking the condition of monumental masonry structures can still be considered understudied. Among the different approaches available in the literature, the graphical ones have a special role, due to their simplicity and effectiveness. (2) In this work, a 2D method (Thrust Line Analysis (TLA)), the Modified Thrust Line Method (MTLM), and the 3D Membrane Equilibrium Analysis (MEA) method are compared. All methods have the same starting concept: no tensile strength, no sliding between the stone blocks, infinite compressive strength. (3) The methods are compared in terms of stress distribution (for the same—or similar—thrust line), and in terms of the Geometrical Safety Factor…

TechnologyHoop forceComputer scienceQH301-705.5media_common.quotation_subjectQC1-999thrust line analysisSettore ICAR/11 - Produzione Edilizia020101 civil engineeringThrust02 engineering and technology0201 civil engineeringmasonry domes0203 mechanical engineeringSimple (abstract algebra)Settore ICAR/08 - Scienza delle CostruzioniGeneral Materials ScienceSimplicitymembrane equilibrium analysisBiology (General)masonry domemodified thrust line methodInstrumentationQD1-999membrane equilibrium analysimedia_commonFluid Flow and Transfer ProcessesSafety factorbusiness.industryProcess Chemistry and TechnologyTPhysicsGeneral EngineeringStructural engineeringMasonryStress distributionthrust line analysiEngineering (General). Civil engineering (General)Computer Science Applicationsrigid no-tension materialChemistry020303 mechanical engineering & transportsCompressive strengthLine (geometry)hoop forcesTA1-2040businessmasonry domes; thrust line analysis; modified thrust line method; membrane equilibrium analysis; rigid no-tension material; hoop forcesApplied Sciences
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Grafting of (3-chloropropyl)-trimethoxy silane on halloysite nanotubes surface

2021

Modified halloysite nanotubes (HNTs-Cl) were synthesized by a coupling reaction with (3-chloropropyl) trimethoxysilane (CPTMS). The incorporation of chloro-silane onto HNTs surface creates HNTs-Cl, which has great chemical activity and is considered a good candidate as an active site that reacts with other active molecules in order to create new materials with great applications in chemical engineering and nanotechnology. The value of this work lies in the fact that improving the degree of grafting of chloro-silane onto the HNT’s surface has been accomplished by incorporation of HNTs with CPTMS under different experimental conditions. Many parameters, such as the dispersing media, the molar…

TechnologyMaterials scienceQH301-705.5QC1-999CPTMS020101 civil engineering02 engineering and technologyengineering.materialHalloysiteSettore CHIM/12 - Chimica Dell'Ambiente E Dei Beni Culturali0201 civil engineeringCatalysischemistry.chemical_compoundAdsorptionGRAFTINGGeneral Materials ScienceBiology (General)InstrumentationTriethylamineQD1-999Fluid Flow and Transfer ProcessesHALLOYSITE NANOTUBESGraftingHalloysite nanotubesProcess Chemistry and TechnologyTPhysicsGeneral Engineering021001 nanoscience & nanotechnologyGraftingEngineering (General). Civil engineering (General)SilaneComputer Science ApplicationsAmmonium hydroxideChemistrychemistryChemical engineeringengineeringSurface modificationTA1-20400210 nano-technology
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The role of nanoparticles in decreased washout of underwater concrete

2019

Abstract The paper presents research results of the influence of SiO2 nanoparticles on the washout of underwater concrete and hardened concrete. Based on infrared spectroscopy (FTIR) and thermogravimetric (TGA) analyses of the applied anti-washout admixture (AWA), its chemical structure was determined. A beneficial effect of SiO2 nanoparticles on the reduction of the mix washout was demonstrated and the most probable reason for that phenomenon was given, taking into account the AWA chemical structure and its behaviour in the concrete mix environment. It was found that a dosing method of AWA and nanoparticles to the concrete influenced the washout.

Thermogravimetric analysisMaterials sciencefresh concreteChemical structure0211 other engineering and technologiesInfrared spectroscopyWashoutNanoparticle020101 civil engineering02 engineering and technologyBuilding and Construction0201 civil engineeringChemical engineeringfinenessSio2 nanoparticles021105 building & constructionadmixturenanoparticlesGeneral Materials ScienceFourier transform infrared spectroscopyCivil and Structural EngineeringConstruction and Building Materials
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Equivalent Non-Linearization of Hysteretic Systems by Means of RPS

2018

BackgroundThe analysis of elastoplastic systems with hardening (Bouc-Wen systems) under stochastic (seismic) loads needs the evaluation of higher order statistics even in the simplest case of normal distributed input. ObjectiveIn this paper, a non-linearization technique is proposed in order to evaluate the moments of any order of the response. MethodThis technique is developed by means of a nonlinear class of systems whose statistics are a priori known. The parameters of such systems can be chosen in such a way that the two systems are equivalent in a wide sense. Result & ConclusionIn the paper, the strategy to obtain the equivalence and the reliability of the results are discussed.

Thesaurus (information retrieval)Computer scienceSeismic assessment Hysteretic systems Potential systems Moment equations Equivalent non-linearization Stochastic calculus0211 other engineering and technologiesStochastic calculus020101 civil engineering02 engineering and technologyBuilding and Constructionlcsh:TH1-97450201 civil engineeringAlgebraSearch engineSeismic assessmentLinearization021105 building & constructionMoment equationslcsh:Building construction
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