Search results for "1105"

showing 10 items of 459 documents

A set of indices to assess the real performance of daylight-linked control systems

2017

Abstract The installation of Building Automation Control Systems (BACs) in general is an effective action to achieve relevant energy savings. Commercial BACs, installed in residential or small offices, often include functions of lighting control, acting as Daylight-Linked Control Systems (DLCSs). Nevertheless, because system performance is strictly dependent on different parameters, BAC’s hardware and software configuration and as well as an inaccurate commissioning do not always allow a perfect execution of the desired tasks; therefore, the system could not work as expected. Moreover, it is well known that energy saving potential is specifically related to the variability of the light envi…

Engineering020209 energyControl (management)Real-time computing0211 other engineering and technologiesBuilding automation02 engineering and technologySet (abstract data type)021105 building & construction0202 electrical engineering electronic engineering information engineeringDaylightElectrical and Electronic EngineeringCivil and Structural EngineeringSoftware configuration managementBuilding automationSettore ING-IND/11 - Fisica Tecnica Ambientalebusiness.industryMechanical EngineeringLighting designBuilding and ConstructionEnergy consumptionDaylight Daylight-linked control systemReliability engineeringSettore ING-IND/33 - Sistemi Elettrici Per L'EnergiaControl systemBenchmark (computing)business
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Energy Optimization of BIPV Glass Blocks: a Multi-software Study

2017

Abstract The aim of this paper is to show the results of the performance analyses carried out on four patented glass block configurations integrated with third-generation Dye-sensitized Solar Cell (DSC) modules. The analyses take into account the thermal, optical and electrical performance by using three different software (COMSOL Multiphysics, WINDOW, Zemax), also enabling to take into consideration the peculiar three-dimensional geometry of this innovative glazed product. Starting from these results, new configurations improved as for the thermal insulation, are also introduced and studied, in order to make further considerations about the applicability of this building component for the …

Engineering020209 energyMultiphysics0211 other engineering and technologiesMechanical engineeringSettore ICAR/10 - Architettura Tecnica02 engineering and technologyGlass BlockSoftwareEnergy(all)Thermal insulationComponent (UML)021105 building & construction0202 electrical engineering electronic engineering information engineeringDye-sensitized Solar Cells (DSC)ZemaxBlock (data storage)Thermal and optical analysebusiness.industryStructural engineeringBuilding envelopeEnergy (all)Building Integrated PhotovoltaicBuilding-integrated photovoltaicsbusinessBuilding envelope
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PCM thermal storage design in buildings: Experimental studies and applications to solaria in cold climates

2017

Abstract As energy availability and demand often do not match, thermal energy storage plays a crucial role to take advantage of solar radiation in buildings: in particular, latent heat storage via phase-change material is particularly attractive due to its ability to provide high energy storage density. This paper analyzes the performance of a building-integrated thermal storage system to increase the energy performances of solaria in a cold climate. A wall opposing a highly glazed facade (south oriented) is used as thermal storage with phase change materials embedded in the wall. The study is based on both experimental and simulation studies. The concept considered is particularly suited t…

Engineering020209 energyNuclear engineeringCold climate0211 other engineering and technologies02 engineering and technologyManagement Monitoring Policy and LawExperimental studieThermal energy storageHeat capacityBuilding simulationSolariaBuilding design021105 building & construction0202 electrical engineering electronic engineering information engineeringOverheating (electricity)Civil and Structural EngineeringSettore ING-IND/11 - Fisica Tecnica AmbientaleSolariumbusiness.industryMechanical EngineeringNatural ventilationBuilding and ConstructionStructural engineeringGeneral EnergyEnergy (all)Cold climates applicationPhase change temperaturePCMFacadebusinessPhase change material
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Monitoring the technological processes in the wood industry in order to make them more efficient through technical overhauling

2019

Of many techniques that are used to optimize production and costs, the studies conducted within a profile company lead to our choice for testing the 6Sigma method (the most used method in the automotive industry) in view of the economic efficiency applied in the wood Industry company. This method measures how many flaws exist in a process and determines in a systematic way how to improve it by technical overhauling and eliminating or minimizing the process for efficiency. This research article aims to study the state of research on the optimization of the production process through technical overhauling for panels reconstituted from solid wood and ways to make production more efficient by c…

Engineering020303 mechanical engineering & transports0203 mechanical engineeringlcsh:TA1-2040Order (business)business.industry021105 building & construction0211 other engineering and technologies02 engineering and technologylcsh:Engineering (General). Civil engineering (General)businessWood industryManufacturing engineeringMATEC Web of Conferences
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Testing mechanical characteristics of chestnut stakes used in bed sills for stream restoration

2017

Using of wood elements for constructing bed sills in Mediterranean streams, where the banks are not protected by tree vegetation, needs an evaluation of biological and mechanical characteristics for evaluating both the wood durability and the effectiveness of the stream restoration project. Very few studies have dealt both with the decay of mechanical characteristics of wood elements employed for stream restoration works and with the changes over time of physical and chemical wood characters. In this paper, for a wood and stone bed sill located in a stream having no shaded banks, the changes of physical and chemical characters detected after 12, 18, 24, 30, 36, 42 and 48 months on chestnut …

Engineering0211 other engineering and technologiesBioengineering02 engineering and technologySTREAMSmechanical propertiesIndustrial and Manufacturing EngineeringBed silllcsh:AgricultureDegradationSillFlexural strength021105 building & constructionmedicineBed sill; Degradation; Destructive testing; Mechanical properties; Residual life; Wood; Bioengineering; Mechanical Engineering; Industrial and Manufacturing EngineeringSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliGeotechnical engineeringlcsh:Agriculture (General)021101 geological & geomatics engineeringgeographygeography.geographical_feature_categorybusiness.industryResidual lifeMechanical Engineeringlcsh:SStiffnessresidual life.Compression (physics)Durabilitylcsh:S1-972WoodDestructive testingCompressive strengthmedicine.symptombusinessStream restorationSettore ICAR/08 - Scienza Delle CostruzioniMechanical propertie
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Testing of “Global Young's Modulus E” on a rehabilitated masonry bell tower in Venice

2017

Abstract This paper shows the effectiveness of the techniques chosen for the rehabilitation of the historic “Sant'Andrea” masonry bell-tower in Venice. The achieved rehabilitation projects based on the indenting technique consisting in removing and replacing bricks in bad conditions, and on the isolation of the bells at the belfry quote, respect all the constraints represented by the aesthetic and structural features of the building. Moreover, the experimental analyses used to define the existing state of the structure are described in detail. The tower is also an interesting case study for the validation of the proposed method to determine the global young's modulus in a rehabilitated maso…

Engineering0211 other engineering and technologiesModulusRayleigh's method020101 civil engineeringYoung's modulus02 engineering and technologyCivil engineeringBell tower0201 civil engineeringsymbols.namesakeEngineering (all)021105 building & constructionGeneral Materials ScienceMasonryExperimental analysisbusiness.industryExperimental analysiRehabilitationGeneral EngineeringNatural frequencyBell towerStructural engineeringBell tower; Experimental analysis; Masonry; Rayleigh's method; Rehabilitation; Venice; Materials Science (all); Engineering (all)MasonryVenicesymbolsMaterials Science (all)businessTower
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Sizing analysis of interior lighting using tubular daylighting devices

2017

Abstract Daylight access and indoor thermal comfort are key issues for high design level of sustainable buildings. In fact, daylight provides energy savings and visual comfort condition that can foster higher productivity and performance. This paper proposes a case study of sizing of daylight devices for zenith light. It enables the decision-making process of the designer to reach high levels of daylight factor. The proposed method is shown with an example of application. For the case study, a room in south of Italy, 24 different solar tunnels configurations and 12 cases with different number of skylights have been evaluated.

EngineeringArchitectural engineeringnatural lightreflectance020209 energy0211 other engineering and technologies02 engineering and technologyKey issuesinternal comfortoverhangrooflightdaylight systemtransmittancedaylight factorenergy consumption021105 building & construction0202 electrical engineering electronic engineering information engineeringDaylightDaylightingZenithSettore ING-IND/11 - Fisica Tecnica Ambientalebusiness.industrydaylightingsolar tunnelThermal comfortSizingskylightDaylight factorEnergy (all)Daylight systemilluminancebusinessDaylightingenergy
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Simplified model for compressive response of RC column footing with square cross-section

2017

Abstract In this paper, a simplified calculus model for the prediction of the compressive response of RC column footing with a square cross-section is presented. As it is well-known RC concrete footing are designed adopting uniform contact pressures on the substrate and assuming a strut and tie model in deep members and a cantilever beam or slab model in flexible members. Deep and flexible members are distinguished in literature only based on the tangent of the angle expressed as the ratio between the depth and the shear span of the footing. In this paper, several subgrade contact pressures distribution for column footings (rigid or soft soils) were considered in developing a mechanical mod…

EngineeringCantileverbusiness.industry0211 other engineering and technologiesTangent020101 civil engineering02 engineering and technologySubgradeStructural engineering0201 civil engineeringSettore ICAR/09 - Tecnica Delle CostruzioniShear (geology)Punching shear021105 building & constructionSquare cross sectionSlabLoad displacementbusinessFooting Strut and tie model Beam model Elastic soil Winkler modelCivil and Structural Engineering
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Definition of Seismic Vulnerability Maps for Civil Protection Systems: The Case of Lampedusa Island

2016

The opportunity to locate and quantify the major criticalities associated to natural catastrophic events on a territory allows to plan adequate strategies and interventions by civil protection bodies involved in local and international emergencies. Seismic risk depends, most of all, on the vulnerability of buildings belonging to the urban areas. For this reason, the definition, by a deep analysis of the territory, of instruments identifying and locating vulnerability, largely favours the activities of institutions appointed to safeguard the safety of citizens. This paper proposes a procedure for the definition of vulnerability maps in terms of vulnerability indexes and critical peak ground …

EngineeringCivil defense0211 other engineering and technologiesVulnerability020101 civil engineering02 engineering and technologyPlan (drawing)Urban areaCivil engineering0201 civil engineeringSeismic riskVulnerability assessment021105 building & constructionCity centreSeismic riskMasonryLampedusaEnvironmental planninggeographygeography.geographical_feature_categoryMasonry; PGA; Pushover; Seismic risk; Vulnerability assessment;biologyPushoverbusiness.industryPGABuilding and Constructionbiology.organism_classificationVulnerability assessmentbusinessThe Open Construction and Building Technology Journal
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Review of push-out and shear response of hybrid steel-trussed concrete beams

2018

The hybrid steel trussed concrete beams examined in the present study are comprised of two principal components, i.e., a steel joist with inclined rebars, realized in industry, which is welded to a smooth steel plate and then embedded within the concrete cast in situ. The paper presents first the state of the art on laboratory tests and analytical modeling of the steel-to-concrete stress transfer mechanism investigated by push-out tests. Next, the most relevant scientific contributions currently available in the technical literature regarding experimental investigation on actual shear behavior are summarized and discussed. Lastly codes and analytical models are reviewed.

EngineeringConcrete beamsArchitecture2300 Environmental Science (all)0211 other engineering and technologies020101 civil engineering02 engineering and technologyWeldingAnalytical modellcsh:TH1-97450201 civil engineeringlaw.inventionPush outlawPush out test021105 building & constructionArchitectureTransfer mechanismCivil and Structural EngineeringEnvironmental Science (all)2300business.industryanalytical modelsStructural engineeringBuilding and ConstructionJoistTechnical literaturePush-out testShear (geology)Analytical models; Precast trussed beam; Push-out test; Steel concrete composite beam; Architecture; 2300; Environmental Science (all); Civil and Structural Engineering; Building and ConstructionSteel concrete composite beamPrecast trussed beambusinesslcsh:Building construction
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