Search results for "Ridge"

showing 10 items of 531 documents

Modelling, simulation and characterization of a supercapacitor

2020

In the last decade, the issue of air pollution or the reduction of CO2 emissions has become of extreme interest both for civil society and then for the industrial and scientific research world. For this reason, the scientific research on automotive is called to answer with increasingly innovative solutions. One of the principal subjects are the storage and the utilization of the electric energy for electrical and hybrid vehicles. Nowadays, supercapacitors are getting more and more attention because of their characteristics that allow them to be a bridge between electrolytic capacitors and batteries in several application such as bust-mode energy delivery, regenerative breaks and so on. The …

Electrolytic capacitorSupercapacitorEngineeringbusiness.industrycharacterization energy storage parameters estimation supercapacitors020209 energy020208 electrical & electronic engineeringPrincipal (computer security)Automotive industry02 engineering and technologySettore ING-IND/32 - Convertitori Macchine E Azionamenti Elettrici7. Clean energyEnergy storageBridge (nautical)Characterization (materials science)Settore ING-IND/31 - ElettrotecnicaWork (electrical)13. Climate action0202 electrical engineering electronic engineering information engineeringSystems engineeringbusiness2020 IEEE 20th Mediterranean Electrotechnical Conference ( MELECON)
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2-D difference gel electrophoresis approach to assess protein expression profiles in Bathymodiolus azoricus from Mid-Atlantic Ridge hydrothermal vent…

2011

Hydrothermal vent mussels Bathymodiolus azoricus are naturally exposed to toxic chemical species originated directly from vent chimneys. The amount of toxic elements varies significantly among vent sites along the Mid-Atlantic Ridge and B. azoricus must be able to adapt to changes in hydrothermal fluid composition, temperature and pressure. The aim of this work was to study changes in the proteome in the "gill-bacteria complex" of mussels B. azoricus from three hydrothermal vent sites with distinct environmental characteristics using 2-D Fluorescence Difference Gel Electrophoresis (2-D DIGE). Results showed that 31 proteins had different expression profiles among vent sites and both cluster…

ElectrophoresisProteomeDifference gel electrophoresisBiophysicsBiochemistryHydrothermal circulationChaperoninBathymodiolus azoricusHydrothermal Vents2-D DIGEmedicineAnimalsElectrophoresis Gel Two-DimensionalAdaptationbiologyGene Expression ProfilingRidge (biology)fungiTrypsinMolecular biologyAdaptation PhysiologicalGene expression profilingHydrothermal ventsGene expression RegulationBiochemistryGene Expression RegulationCatalaseProteomebiology.proteinMytilidaeHydrothermal ventmedicine.drugJournal of proteomics
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Honouring the opening: Unfolding the rich ground between the philosophical thinking of Martin Heidegger and practice-based empirical work

2021

The aim of this article is to bring philosophical thinking closer to practice-based empirical work. Using Martin Heidegger’s philosophy, it offers a bridge between these two worlds, attempting to provide philosophical depth to the findings of a hermeneutic phenomenological study. This process unfolded through the appearance of three intertwined, potential, meaningful modes of being in the lifeworld: space as a condition for being and being for worlding the world; temporal and spatial self-being, the existence of multiple selves in time and space; and suffering and thriving as modes of being. The article extends the dialogue and concludes with key reflections and insight for research practic…

Empirical workaivoinfarktivuorovaikutuseksistenssiPhilosophyfallingfenomenologiaBeing in the worldBridge (interpersonal)strokesairaanhoitajatEpistemologyPhenomenology (philosophy)aivohalvausThrownnesspotilaathermeneutiikkaauthenticityPhilosophical thinkingdwellingthrownnessfilosofiabeing-in-the-worldmerkitys (tärkeys)autenttisuus
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Hand Held 3D Scanning for Cultural Heritage: Experimenting Low Cost Structure Sensor Scan

2017

In the last years 3D scanning has become an important resource in many fields, in particular it has played a key role in study and preservation of Cultural Heritage. Moreover today, thanks to the miniaturization of electronic components, it has been possible produce a new category of 3D scanners, also known as handheld scanners. Handheld scanners combine a relatively low cost with the advantage of the portability. The aim of this chapter is two-fold: first, a survey about the most recent 3D handheld scanners is presented. As second, a study about the possibility to employ the handheld scanners in the field of Cultural Heritage is conducted. In this investigation, a doorway of the Benedictin…

Engineering010504 meteorology & atmospheric sciencesCost structurebusiness.industryHand held0211 other engineering and technologies3d scanning02 engineering and technology01 natural sciencesCultural heritageSettore ICAR/17 - DisegnoTelecommunicationsbusinessHand Held 3D scanning Cultural Heritage 3D modeling Image Based modeling Hausdorff Distance Poisson Surface Reconstruction Extrusion (Blender)Loop CutQuadric Edge Collapse DecimationBridge Edge LoopsHC Laplacian SmoothingTwoStep Smoothing021101 geological & geomatics engineering0105 earth and related environmental sciences
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Experimental analysis with FPGA controller-based of MC PWM techniques for three-phase five level cascaded H-bridge for PV applications

2016

The FPGA represents a valid solution for the design of control systems for inverters adopted in the field of PV systems because of their high flexibility of use. This paper presents an experimental analysis of the MC SPWM techniques for a three-phase, five-level, cascaded H-Bridge inverter with FPGA controller-based. Several control algorithms are implemented by means of the VHDL programming language and the output voltage waveforms obtained from the main PWM techniques are compared in terms of THD%. Simulation and experimental results are analysed, compared and discussed.

Engineering020209 energyEnergy Engineering and Power Technology02 engineering and technologySettore ING-IND/32 - Convertitori Macchine E Azionamenti ElettriciGrid connectedControl theoryVHDL0202 electrical engineering electronic engineering information engineeringElectronic engineeringMultilevel power converterRenewable EnergyField-programmable gate arrayFPGAcomputer.programming_languageTotal harmonic distortionSustainability and the EnvironmentRenewable Energy Sustainability and the Environmentbusiness.industry020208 electrical & electronic engineeringH bridgeSettore ING-IND/31 - ElettrotecnicaControl systemInverterVHDLbusinessFPGA; Grid connected; Multilevel power converter; Photovoltaic; VHDL; Energy Engineering and Power Technology; Renewable Energy Sustainability and the EnvironmentPhotovoltaiccomputerPulse-width modulation2016 IEEE International Conference on Renewable Energy Research and Applications (ICRERA)
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Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study

2014

External posttensioning or unbonded prestressing was found to be a powerful tool for retrofitting and for increasing the life extension of existing structures. Since the 1950s, this technique of reinforcement was applied with success to bridge structures in many countries, and was found to provide an efficient and economic solution for a wide range of bridge types and conditions. Unbonded prestressing is defined as a system in which the post-tensioning tendons or bars are located outside the concrete cross-section and the prestressing forces are transmitted to the girder through the end anchorages, deviators, or saddles. In response to the demand for a faster and more efficient transportati…

EngineeringArticle Subjectbusiness.industryStructural engineeringBridge (interpersonal)CorrosionDeckLife extensionCrackingSettore ICAR/09 - Tecnica Delle Costruzionilcsh:TA1-2040GirderPrestressed concrete design procedure bridgeForensic engineeringRetrofittingBearing capacitylcsh:Engineering (General). Civil engineering (General)businessCivil and Structural EngineeringExisting Bridge; Life extension; External post-tensioning; Railway bridge; Prestressed concrete bridges; concrete structures rehabilitation and retrofitting
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Conceptual design of prestressed slab bridges through one-way flexural load balancing

2013

In this paper a study on prestressed concrete slab bridges is presented. A design philosophy based on the concept of load balancing through prestressing is proposed in order to minimize the effects of delayed deformations due to creep. Aspects related to the stress redistribution inside these bridges for time-dependent phenomena are analyzed and discussed, by applying the principles of aging linear visco-elasticity. Prestressing is seen as an equivalent external load which counterbalances the permanent loads applied to the bridge, nullifying the elastic deflections due to sustained loads, and thus avoiding the related delayed deformations. An optimization of the structural behavior through …

EngineeringCantileverBridge (nautical)creeplaw.inventionslab bridgePrestressed concreteConceptual designFlexural strengthlawCivil and Structural Engineeringbusiness.industrydelayed deformationMechanical EngineeringLoad balancing (electrical power)Building and ConstructionStructural engineeringvariable cross sectionSettore ICAR/09 - Tecnica Delle CostruzioniCreepMechanics of MaterialsSlabprestressingfunicular structuresflexural load balancingbusiness
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Serviceability and Ultimate Safety Checks of SegmentalConcrete Bridges through N-M and M-V Interaction Domains

2015

In current engineering practice, safety checks on serviceability and determinations of ultimate limit states of segmental bridges built by cantilevering are generally performed, either considering separately the contributions of axial force N, bending moment M, and shear force V, or considering the interaction effects through approximate expressions supplied by building codes. During construction stages and service life, the interaction between internal forces can be of fundamental importance in establishing the actual degree of structural safety and, for this reason, a different philosophy for performing checks in segmental bridges is proposed in this paper, plotting N-M and M-V interactio…

EngineeringCantileverServiceability (structure)BendingPrestressingbusiness.industryShear forceShearBuilding and ConstructionStructural engineeringCantileverCreepCantilever Segmental bridge Creep; Bending Shear Prestressing Interaction domainsCrackingSettore ICAR/09 - Tecnica Delle CostruzioniCreepInteraction domainsSegmental bridgeService lifeBending momentCantilever Segmental bridge Creep Bending Shear Prestressing Interaction domainsAxial forcebusinessCivil and Structural Engineering
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Partial Elastic Scheme Method in Cantilever Construction of Concrete Arch Bridges

2013

AbstractIn this paper, a study about stay stressing procedures of concrete arch bridges built by cantilevering with temporary stays is presented. Particularly, the partial elastic scheme method is proposed to find the initial cable forces, and a forward procedure is implemented to follow the actual sequence of construction by extending a procedure already applied to concrete cable–stayed bridges. The theoretical treatment is followed by a numerical application on a case study of a concrete arch bridge, and a comparison between initial cable forces found by the partial elastic scheme method and classical backward analysis is presented here. Results show the effectiveness of the proposed proc…

EngineeringCantileverbusiness.industryCantilever constructionStaysBuilding and ConstructionStructural engineeringLimitingArch bridgeArch bridge; Partial elastic scheme; Cantilever construction; Stays; Forward analysisArch bridgeSettore ICAR/09 - Tecnica Delle CostruzioniPartial elastic schemeBending momentStayArchElasticity (economics)businessForward analysisCivil and Structural Engineering
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The influence of time-dependent phenomena in segmental construction of concrete cable-stayed bridges

2011

Construction stages of a cable-stayed bridge are characterized by a sequence in which geometric configuration, restraints and consequently stress and strain patterns vary many times till the final arrangement is achieved. When construction of concrete bridges is made by cantilever method the influence of time-dependent phenomena becomes significant. In this study an evaluation of stay stressing procedures is given by taking into account creep and shrinkage in cantilever construction of concrete cable-stayed bridges. A methodology of stay stressing is proposed with the final target of reaching the desired geometric configuration. Comparison with classical analyses performed by backward metho…

EngineeringCantileverbusiness.industryStress–strain curveBuilding and ConstructionStructural engineeringBridge (nautical)creepDeckCreepCantilever methodsegmental constructionCable stayedbusinessBridgeCable-Stayed Bridge; Creep; Segmental Construction; Prestress Sequence; Cable ForcesShrinkage
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