Search results for "CONSTRUCTION"

showing 10 items of 2670 documents

Capturing gypsum rillenkarren morphometry by a 3D-photo reconstruction (3D-PR) technique

2020

Abstract Rillenkarren are small scale, straight, narrow solution channels that head at the crest of a bare rock slope and are extinguished downslope. In this paper the applicability of 3D-photo reconstruction technique of the rock surface is proposed for capturing the rillenkarren morphometry on gypsum. At first, the measurements are used to assess a relationship between the width/depth ratio and the depth of the rillenkarren. The exponent of this power relationship resulted different from the theoretical value - 0.5, confirming that the cross-section profiles of a rillenkarren can have a shape different from parabolic. The analysis developed for the cross-section area, the perimeter and th…

RillenkarrenSimilarity (geometry)010504 meteorology & atmospheric sciencesScale (ratio)Feature (archaeology)Close-range photogrammetryMorphometryGeometryRadius010502 geochemistry & geophysics01 natural sciencesErosionCrestPoint (geometry)3D-photo reconstructionGeology0105 earth and related environmental sciencesEarth-Surface ProcessesDimensionless quantity
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What does insurance purchase behaviour say about risks?

2015

Purpose – This paper aims to explore the world of insurances as rites of adaptancy and resiliency before risk and disasters. The research on risks, both perceived and real, has become a frequent theme of academic research in the recent past. Design/methodology/approach – The information given by the superintendencia de Seguros de Buenos Aires involves 100 per cent of the insurances companies of Argentina. The reading of insurance demands corresponds with a new method in the studies of risks. Findings – Using advanced probability theory and quantitative techniques, risk management researchers have been able to construct sophisticated mathematical-statistical models of risk. Research limitat…

Risk analysisActuarial sciencebusiness.industrymedia_common.quotation_subjectBuilding and ConstructionReading (process)PremiseEconomicsCasualty insuranceRisk poolPsychological resilienceSafety Risk Reliability and QualitybusinessConstruct (philosophy)Risk managementmedia_commonInternational Journal of Disaster Resilience in the Built Environment
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Experimental determination of viscous damper parameters in low velocity ranges

2017

In the last decades many strategies for seismic vulnerability mitigation of structures have been developed through analytical studies and experimental tests. Among these, energy dissipation by external devices assumes a great relevance for the relative design simplicity, even if applied to complex structures, and the effectiveness in reducing seismic demand. In particular, the use of fluid viscous dampers represents a very attractive solution because of their velocity-dependent behaviour and relatively low costs. The application on structures requires specific study under seismic excitation and a particular care of structural details. In this context the use of proper constitutive models fo…

RiskDissipation; Experimental testing; Fluid viscous dampers; Low velocity; Seismic protection; Building and Construction; Safety Risk Reliability and Quality; Geotechnical Engineering and Engineering GeologyLow velocityFluid viscous damperDissipationReliability and QualityExperimental testingFluid viscous dampersBuilding and ConstructionSafetyGeotechnical Engineering and Engineering GeologySeismic protection
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A macro-modelling approach for the analysis of infilled frame structures considering the effects of openings and vertical loads

2015

During the last decades, several macro-models have been proposed for the modelling of the infill panels' contribution to the lateral strength of frames. Despite all this effort, a robust model, which takes into account the influence of the vertical load, is not yet available. Furthermore, the influence of the very common case of infill walls with openings, such as windows and doors, has been neglected in all the code provisions that have been published so far. In this paper, an updated macro-model, based on the equivalent pin-jointed diagonal compressive strut, is presented. The proposed macro-model is able to represent the stiffening effect of the infill panel with openings by taking into …

RiskEngineeringequivalent strut; finite element analysis; infilled frames; masonry; opening effect; vertical load effect; Civil and Structural Engineering; Geotechnical Engineering and Engineering Geology; Safety Risk Reliability and Quality; Building and Construction; Mechanical Engineering; Ocean EngineeringDiagonal0211 other engineering and technologies020101 civil engineeringOcean Engineering02 engineering and technologyfinite element analysis0201 civil engineering021105 building & constructionInfillGeotechnical engineeringopening effectMacroSafety Risk Reliability and Qualityvertical load effectCivil and Structural EngineeringMathematical modelbusiness.industryinfilled frameMechanical EngineeringFrame (networking)Structural engineeringBuilding and ConstructionMasonryGeotechnical Engineering and Engineering GeologyFinite element methodfinite element analysiStiffeningequivalent strutmasonryinfilled framesReliability and QualitySafetybusiness
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Stress-strain models for normal and high strength confined concrete: Test and comparison of literature models reliability in reproducing experimental…

2017

SUMMARY: The adoption of proper constitutive laws for confined concrete is basic for seismic assessment of new and existing reinforced concrete civil structures. The deformation capacity of reinforced concrete (RC) columns subjected to axially centred and eccentric loads depends on the effectiveness confinement action. A proper assignment of the stressstrainlaws for concrete allows obtaining an adequate definition of the ductility of the crosssections and correctly identifying mechanical nonlinearities in computational models.Several studies concerning the behaviour of confined concrete have been carried out, highlighting the role of different geometrical and mechanical parameters to the ov…

RiskHigh strength concreteReinforced concrete (RC)Concrete constitutive modelsReliability and QualityConcrete constitutive models; Confined concrete; High strength concrete; Normal strength concrete; Reinforced concrete (RC); Building and Construction; Safety Risk Reliability and Quality; Geotechnical Engineering and Engineering GeologyHigh performance concrete Reinforced concrete Reliability Stress-strain curvesBuilding and ConstructionSafetyGeotechnical Engineering and Engineering GeologyConfined concreteNormal strength concrete
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Computer vision-based approach for rite decryption in old societies

2015

International audience; This paper presents an approach to determine the spatial arrangement of bones of horses in an excavation site and perform the 3D reconstruction of the scene. The relative 3D positioning of the bones was computed exploiting the information in images acquired at different levels, and used to relocate provided 3D models of the bones. A novel semi-supervised approach was proposed to generate dense point clouds of the bones from sparse features. The point clouds were later matched with the given models using Iterative Closest Point (ICP).

RiteComputer sciencebusiness.industry[INFO.INFO-RB] Computer Science [cs]/Robotics [cs.RO]3D reconstructionFeature extraction[ INFO.INFO-RB ] Computer Science [cs]/Robotics [cs.RO]Point cloudComputingMethodologies_IMAGEPROCESSINGANDCOMPUTERVISIONIterative closest pointExcavationIterative reconstructionSolid modeling[INFO.INFO-RB]Computer Science [cs]/Robotics [cs.RO]Computer visionArtificial intelligencebusinessComputingMethodologies_COMPUTERGRAPHICS
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Introducing a new method for efficient visualization of complex shape 3D ultrasonic phased-array C-scans

2017

Automated robotic inspection systems allow the collection of large data volumes, compared to existing inspection systems. To maximize the throughput associated with the non-destructive evaluation phase, it is crucial that the reconstructed inspection data sets are generated and examined rapidly without a loss of detail. Data analysis often becomes the bottleneck of automated inspections. Therefore, new data visualization tools, suitable to screen the NDT information obtained through robotic systems, are urgently required. This paper presents a new approach, for the generation of three-dimensional ultrasonic C-scans of large and complex parts, suitable for application to high data throughput…

Robot kinematicsbusiness.industryComputer sciencePhased arrayTK020207 software engineering02 engineering and technologyRoboticsPhased ArraysVisualizationData visualizationAutomated X-ray inspection020204 information systemsNondestructive testing0202 electrical engineering electronic engineering information engineeringComputer visionUltrasonic sensorArtificial intelligenceAutomated SystemsbusinessThroughput (business)Surface reconstructionC-ScansData Visualisation
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Algorithmic Complexity Vulnerability Analysis of a Stateful Firewall

2016

Algorithmic complexity vulnerabilities are an opportunity for an ad-versary to conduct a sophisticated kind of attack i.e. on network infrastructure services. Such attacks take advantage of worst case time or space complexity of algorithms implemented on devices in their software. In this paper we address potential risks introduced by such algorithmic behavior in computer networks in particular on a stateful firewall. First we introduce the idea and theoretical background for the attack. We then describe in full detail a successfully con-ducted attack which takes advantage of the worst case computational complexi-ty of O(n2) of a hash table data structure used to store active sessions. The …

RouterComputer sciencenetwork vulnerabilitiesDenial-of-service attack02 engineering and technologyNetwork topologyComputer securitycomputer.software_genreFirewall (construction)Stateful firewall0202 electrical engineering electronic engineering information engineeringDenial of Servicecomplexity attackcomputational complexitybusiness.industryComputerSystemsOrganization_COMPUTER-COMMUNICATIONNETWORKS020206 networking & telecommunicationsHash tablese-curitycomputer networksDoSbusinessSegmentation faultcomputerRebootComputer network
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Dal rilievo alla ricostruzione del progetto: la torre Pisana nel Palazzo Reale di Palermo

2017

The paper focuses the survey and representation of the Pisana Tower in the Royal Palace of Palermo. The tower, which has recently been inserted in the UNESCO World Heritage List, was built in the XII century under the patronage of Norman kings. Along the centuries, the tower has undergone several transformations, to fit ever-changing uses. The coexistence of such heterogeneous elements, combined with the fragmentation of the passages connecting the levels of the tower, conceal the original unity and the typology of this historical building. Researches focusing the study of monuments deeply transformed along their history, even when based on the cooperation of multidisciplinary scholarships,…

Royal Palace of Palermo Torre Pisana Reconstruction Geometric analysisSettore ICAR/17 - Disegno
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Réflexions sur les résultats en L1 STAPS des néobacheliers à l'université de Bourgogne pour la construction d'un outil d'aide à la réussite des lycée…

2019

En ligne sur http://iredu.u-bourgogne.fr/images/stories/Documents/Publications_chercheurs/2019/19006.pdf

Réussite universitaireAide aux étudiantsDispositif d'accompagnementLicence[SHS.EDU]Humanities and Social Sciences/Education[SHS.EDU] Humanities and Social Sciences/EducationÉtudiantFilière sportOutil pédagogiqueConstructionUniversité de Bourgogne
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