Search results for "moment"

showing 10 items of 3027 documents

Use of finite element models for estimating thermal performance of façade-integrated solar thermal collectors

2016

Abstract Research on building-integrated solar thermal collectors is attracting increasingly more interest. Many efforts have been focused at the design level for obtaining specific building-orientated products, but there is a significant lack of standardised methods for evaluating how the efficiency of solar collectors changes when a wall is an integral part of the solar component itself. Generally speaking, experimental tests on integrated components are not easy to realise and are, in any case, expensive in terms of time and money. Physical and numerical methods can be utilised, but at the moment, there is no common approach. The present work addresses a method for the calculation of a b…

EngineeringExploit020209 energyMechanical engineeringSample (statistics)02 engineering and technologyManagement Monitoring Policy and LawSolar energyComponent (UML)Thermal0202 electrical engineering electronic engineering information engineeringSimulationCivil and Structural EngineeringBIST performance curveSettore ING-IND/11 - Fisica Tecnica Ambientalebusiness.industryMechanical EngineeringNumerical analysisBuilding and Construction021001 nanoscience & nanotechnologyFinite element methodMoment (mathematics)General EnergyEnergy (all)FacadeAir solar collector0210 nano-technologybusiness
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Optimum design for work-hardening adaptation

1977

Abstract The finite element-linear programming approach and the work-hardening adaptation criterion are used to formulate a general theory of optimum design of rigid-work-hardening structures subjected to loads which vary statically within given limits. Self-weight, as well as some technological constraints, can be introduced into the framework of the optimization problem. The optimality conditions are discussed with the aid of geometrical descriptions as well, and a comparison is made with the standard limit design. Numerical applications are given for a plane truss and a plane frame with axial force-bending moment interaction.

EngineeringMathematical optimizationOptimization problemPlane (geometry)business.industryMechanical EngineeringFrame (networking)Computational MechanicsGeneral Physics and AstronomyTrussWork hardeningComputer Science ApplicationsMoment (mathematics)Mechanics of MaterialsLimit (mathematics)businessAdaptation (computer science)Computer Methods in Applied Mechanics and Engineering
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Video-Based Heartbeat Rate Measuring Method Using Ballistocardiography

2017

International audience; Video-based heartbeat rate measurement is a rapidly growing application in remote health monitoring. Video-based heartbeat rate measuring methods operate mainly by estimating photoplethysmography or ballistocardiography signals. These methods operate by estimating the microscopic color change in the face or by estimating the microscopic rigid motion of the head/facial skin. However, the robustness to motion artifacts caused by illumination variance and motion variance of the subject poses main challenge. We present a video-based heartbeat rate measuring framework to overcome these problems by using the principle of ballistocardiography. In this paper, we proposed a b…

EngineeringMean squared errorvideo analyticsComputingMethodologies_IMAGEPROCESSINGANDCOMPUTERVISION02 engineering and technology01 natural sciencesStandard deviationphotoplethysmography and ballistocardiographysymbols.namesakeFacial videoRobustness (computer science)Photoplethysmogram0202 electrical engineering electronic engineering information engineeringmedicineComputer vision[PHYS.PHYS.PHYS-INS-DET]Physics [physics]/Physics [physics]/Instrumentation and Detectors [physics.ins-det]Electrical and Electronic EngineeringNoncontact[ PHYS.PHYS.PHYS-INS-DET ] Physics [physics]/Physics [physics]/Instrumentation and Detectors [physics.ins-det]Instrumentationmedicine.diagnostic_testbusiness.industry010401 analytical chemistryPearson product-moment correlation coefficient3. Good health0104 chemical sciencesRemote health monitoringnon-contactFeature (computer vision)BallistocardiographyFace (geometry)symbols020201 artificial intelligence & image processingArtificial intelligencebusinessIEEE Sensors Journal
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Power Consumption Analysis of Operating Systems for Wireless Sensor Networks

2010

In this paper four wireless sensor network operating systems are compared in terms of power consumption. The analysis takes into account the most common operating systems-TinyOS v1.0, TinyOS v2.0, Mantis and Contiki-running on Tmote Sky and MICAz devices. With the objective of ensuring a fair evaluation, a benchmark composed of four applications has been developed, covering the most typical tasks that a Wireless Sensor Network performs. The results show the instant and average current consumption of the devices during the execution of these applications. The experimental measurements provide a good insight into the power mode in which the device components are running at every moment, and t…

EngineeringReal-time computingConservation of Energy Resourceslcsh:Chemical technologycomputer.software_genreBiochemistryContikiArticleAnalytical ChemistryTECNOLOGIA ELECTRONICAComputer Communication NetworksElectric Power SuppliesElectricitylcsh:TP1-1185MICAzElectrical and Electronic EngineeringInstrumentationWireless sensor network operating systemsElectric Power Suppliesbusiness.industryTinyOSSignal Processing Computer-AssistedMantisMicro-Electrical-Mechanical SystemsAtomic and Molecular Physics and Opticswireless sensor network operating systems; TinyOS; Mantis; Contiki; MICAz; TmoteMoment (mathematics)Key distribution in wireless sensor networksPower consumptionEmbedded systemRemote Sensing TechnologyBenchmark (computing)Operating systemAverage currentElectricitybusinessWireless TechnologyWireless sensor networkcomputerTmote
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Shear strength of High-strength concrete beams: modeling and design recommendations

2014

Abstract In the present paper, the flexural and the shear resistance of high strength reinforced concrete (HSC) beams with longitudinal bars, in the presence of transverse stirrups is analyzed both theoretically and experimentally. The experimental researches here presented are parts of previous researches carried out by the author. Researches refer to HSC beams with high percentages of steel bars failing in shear and in flexure. From the analytical point of view, a model based on the evaluation of the resistance contribution due to beam and arch actions including bond splitting and concrete crushing failure modes is developed and presented. The model was verified against available experime…

EngineeringShear–moment interaction; High-strength concrete; Shear resistance; Flexural resistance; Analytical modelingShear–moment interactionbusiness.industryShear resistanceStructural engineeringTransverse planeAnalytical modelingSettore ICAR/09 - Tecnica Delle CostruzioniShear resistanceShear (geology)Flexural strengthHigh-strength concreteGeotechnical engineeringFlexural resistanceModeling and designArchbusinessBeam (structure)Civil and Structural EngineeringHigh strength concrete
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Performance of the Shape of Partial Discharge Signal Wireless Probes

2013

This paper focuses on the evaluation of the performances of three different antenna sensors suitable of Partial Discharge (PD) measurements. Monopole, triangular and spherical antennas were simulated by means of the surface moment method. The transmitting system is modeled by a power electronic device with a fault current between two metal plate. The shape of the simulated transmitted and received signals have been compared to verify the sensor the provides the best fidelity among the three. The auto-correlation function and the Pearson correlation index are adopted here for the comparison. A discussion on the dynamic characteristic of the different antenna probes and their use in different…

EngineeringSignal processingsignal classificationDirectional antennaantenna probesbusiness.industryPartial Discharges; antenna probes; Signal Processing; diagnosticsPartial DischargesSettore ING-IND/32 - Convertitori Macchine E Azionamenti Elettricidiagnostics.SignalPower (physics)Moment (mathematics)Settore ING-IND/31 - ElettrotecnicaPartial dischargeSignal ProcessingElectronic engineeringdiagnosticsProbe designWirelessantenna probeAntenna (radio)Partial DischargebusinessComputer Science::Information Theory
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On the relations between audio features and room acoustic parameters of auralizations

2013

The usual parameters in room acoustics are used to quantify the acoustic characteristics of rooms and their relation to the subjective perception of transmitted signals. Audio features (calculated with MIRToolbox) have been designed to study the relationships between the characteristics of musical audio files and their subjective perception. Both musical characteristics and acoustic parameters are oriented towards acoustic perception. By using auralizations with calibrated models of auditoriums and tools from the MIRtoolbox it is possible to jointly work with the calculation of audio features and room parameters. In this work, the statistical correlations between C80, STI, D50, EDT, RT and …

EngineeringSignalsAudio signalRelation (database)business.industrymedia_common.quotation_subjectSubjective perceptionAcousticsGeneral EngineeringAcousticsRoom acousticsPearson product-moment correlation coefficientsymbols.namesakePerceptionFISICA APLICADAsymbolsbusinessMATEMATICA APLICADAmedia_common
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Interaction between Longitudinal Shear and Transverse Bending in Prestressed Concrete Box Girders

2017

In box girder bridges, the quantity and distribution of reinforcement to be put in concrete elements of sections can be evaluated only by considering the deformation of the cross section in addition to the longitudinal analysis of the static scheme, establishing the entire state of stress of box sections. This leads to a need to evaluate the interaction between internal forces obtained by the global analysis and the ones obtained by the local analysis of the cross sections. The frame effect implies the elastic deformation of slabs and webs, whereas eccentrically applied loads lead to cross-section distortion with the loss of the box shape. Hence, the reinforcement is strongly influenced by …

EngineeringTransverse bendingBox girders bridges0211 other engineering and technologies020101 civil engineering02 engineering and technologyPlasticity0201 civil engineeringlaw.inventionPrestressed concreteInteraction domainslawGirder021105 building & constructionReinforcementCivil and Structural Engineeringbusiness.industryBox girders bridges; Interaction domains; Prestressed concrete; Shear; Thin-walled section; Transverse bending; Web; Civil and Structural Engineering; Building and ConstructionShearBox girderBuilding and ConstructionStructural engineeringWebSettore ICAR/09 - Tecnica Delle CostruzioniThin-walled sectionStress resultantsBending momentPrestressed concreteDeformation (engineering)businessJournal of Bridge Engineering
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Simplified Procedure for Evaluating the Effects of Creep and Shrinkage on Prestressed Concrete Girder Bridges and the Application of European and Nor…

2013

The effects of time-dependent phenomena on concrete prestressed girder bridges are investigated. The study concerns the case of bridges built directly in their final configuration and that of bridges built by a sequence of stages in which geometry, restraints, and loads vary until the final configuration is achieved. An analytical approach based on the principles of aging linear viscoelasticity and the age-adjusted effective modulus method is followed. The paper has two aims: the first is to provide an efficient and simplified tool for the evaluation of the structural response in the early stages of design; the second is to compare the results of the analyses on actual cases of bridges when…

Engineeringbusiness.industryBuilding and ConstructionStructural engineeringCreepAging linear viscoelasticityViscoelasticitylaw.inventionSettore ICAR/09 - Tecnica Delle CostruzioniPrestressed concreteCreepStructural loadPrediction modelDeflection (engineering)lawSegmental bridgeGirderBending momentShrinkagebusinessConcreteCivil and Structural EngineeringShrinkageJournal of Bridge Engineering
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Flexural response of external R.C. beam-column joints externally strengthened with steel cages

2015

Abstract An experimental and theoretical research referred to the flexural behavior of external R.C. joints strengthened with steel cages constituted by steel angles and battens is presented. The subassemblage (beam, column and joint) was subjected to a constant vertical load acting on the column and to a monotonically increasing lateral force applied at the tip of the beam. The control specimen is without strengthening system and it was designed with weak column and strong beam and overstrength in the joint region. Strengthening cases here studied refer to steel caging in the column and both in the beam and in the column. Cyclic response in term of load–displacement curves, crack patterns …

Engineeringbusiness.industryColumnShearBeamStructural engineeringShear (sheet metal)Settore ICAR/09 - Tecnica Delle CostruzioniColumn (typography)Flexural strengthJointBattenSteel angleMoment (physics)Beam columnComposite materialbusinessFailure mode and effects analysisJoint (geology)Beam (structure)FlexureCivil and Structural Engineering
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