Search results for " Connection"

showing 10 items of 138 documents

"Lato" Tadeusza Rittnera. "Ostatnie dni starej Europy" i nowoczesny teatr uczuć

2021

This is a reassessment of the work of Tadeusz Rittner, a bilingual Polish/German writer and dramatist from Galicia who won much acclaim in the early decades of the last century. This article examines his narrative and dramatic strategies by focusing on his drama Lato (Summer), published in 1913. It is a story about a timid young man who, after hearing from his doctor that he will not live much longer, turns suddenly into a bold and shameless seducer. This could be the stuff of a conventional, farcical exposure of middle class hypocrisy, yet in Rittner’s drama it becomes a fascinating study, never far from Czekhov and Witkacy, tapping all the resources of realism, irony and grotesque to show…

Polish literature of the early 20th centuryteatrdramatrealismTadeusz Rittner (1873–1921)RittnerrealizmGaliciamodernizmgroteskakomediacomedytragicomedyViennadramaPolish-German (Austrian) literary connectionsRuch Literacki
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Some remarks on minimal surfaces in riemannian manifolds

1970

Pure mathematicsCurvature of Riemannian manifoldsRiemannian submersionApplied MathematicsGeneral Mathematics010102 general mathematicsMathematical analysisFundamental theorem of Riemannian geometryRiemannian geometry01 natural sciencesLevi-Civita connectionsymbols.namesakeRicci-flat manifold0103 physical sciencessymbolsMinimal volume010307 mathematical physicsSectional curvature0101 mathematicsMathematicsCommunications on Pure and Applied Mathematics
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Total curvatures of compact complex submanifolds in $$C/P^n$$

1995

LetM be a complex submanifold in\(C/P^n\). We define the total curvatures ofM and we get a local interpretation of them. Finally, we give a topological characterization for the total (non-absolute) curvature of complex hypersurfaces in\(C/P^n\).

Pure mathematicsDifferential geometryMathematics::Complex VariablesMathematical analysisProjective connectionMathematics::Differential GeometryGeometry and TopologyCharacterization (mathematics)CurvatureSubmanifoldAnalysisInterpretation (model theory)MathematicsAnnals of Global Analysis and Geometry
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Feuilletages Riemanniens singuliers

2006

Abstract We prove that a singular foliation on a compact manifold admitting an adapted Riemannian metric for which all leaves are minimal must be regular. To cite this article: V. Miquel, R.A. Wolak, C. R. Acad. Sci. Paris, Ser. I 342 (2006).

Pure mathematicsMathematical analysisGeneral MedicineRiemannian geometryFundamental theorem of Riemannian geometryPseudo-Riemannian manifoldLevi-Civita connectionsymbols.namesakesymbolsMinimal volumeMathematics::Differential GeometryExponential map (Riemannian geometry)Ricci curvatureScalar curvatureMathematicsComptes Rendus Mathematique
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Broadband Internet Access via Multi-Hop Wireless Mesh Networks: Design, Protocol and Experiments

2010

Published version of an article from the journal: Wireless Personal Communications. The original publication is available at Spingerlink. http://dx.doi.org/10.1007/s11277-009-9907-9 While bandwidth for Internet access in urban areas is steadily increasing in recent years, many rural areas are still suffering from the effect of the digital divide. This paper presents a broadband Internet access paradigm developed in the context of the ADHOCSYS project, which was financed by the European Commission under the 6th Framework Program Information and Society Technologies, within the strategic objective of Broadband for All. Aiming at providing reliable Internet access in rural and mountainous regi…

Routing protocolbusiness.product_categoryBroadband networksComputer scienceMesh networkingHop (networking)law.inventionlawVDP::Technology: 500::Information and communication technology: 550::Telecommunication: 552BroadbandInternet accessWi-FiElectrical and Electronic EngineeringVDP::Mathematics and natural science: 400::Information and communication science: 420::Communication and distributed systems: 423Network architectureWireless mesh networkbusiness.industryWireless networkQuality of serviceWireless WANOrder One Network ProtocolComputer Science ApplicationsInternet Connection SharingDigital subscriber lineNetwork access pointHazy Sighted Link State Routing ProtocolRural areabusinessTelecommunicationsMunicipal wireless networkComputer network
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Sistema di dissipazione sismica per strutture edili

2022

Settore ICAR/09 - Tecnica Delle CostruzioniFriction connection beam-column connection hybrid beam.
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Influence of wall-to-floor connections and pounding on pre- and post-diction simulations of a masonry building aggregate tested on a shaking table

2023

AbstractThis paper presents numerical simulations within the frame of the project SERA—AIMS (Seismic Testing of Adjacent Interacting Masonry Structures). The study includes blind pre-diction and post-diction stages. The former was developed before performing the shaking table tests at the laboratory facilities of LNEC (Lisbon), while the latter was carried out once the test results were known. For both, three-dimensional finite element models were prepared following a macro-modelling approach. The structure consisted of a half-scaled masonry aggregate composed by two units with different floor levels. Material properties used for the pre-diction model were based on preliminary tests previou…

Settore ICAR/09 - Tecnica Delle CostruzioniGeophysicsBuilding and ConstructionBuildings interaction Pounding Wall-to-floor connection Incremental dynamic analysis Nonlinear time history analysis finite element modelling Stone masonry aggregateGeotechnical Engineering and Engineering GeologyCivil and Structural EngineeringBulletin of Earthquake Engineering
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Evaluation of the shear connection strength of precast hybrid steel-trussed-concrete composite beams

2015

In last decades, significant efforts have been carried out by the scientific community to evaluate the main technical issues of Hybrid Steel-Trussed-Concrete beams, investigating both the first opera-tive phase, i.e. before the concrete casting, when only the bare truss works, and, the second phase, i.e. after the concrete curing, when the beam works as a composite element. In the present study, the attention is focused on the evaluation of the shear strength of the connection between the bottom plate of the steel truss and the concrete core proposing a mechanical model able to predict its ulti-mate resistance. The proposed mechanical formulation is mainly based on the extension of existing…

Settore ICAR/09 - Tecnica Delle CostruzioniHybrid Steel Trussed Composite Beams REP beams PREM beams Dowels Headed Studs The-oretical model Shear connection Push-out tests
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An interface model for the analysis of the compressive behaviour of RC columns strengthened by steel jackets

2019

Steel jacketing technique is a retrofitting method often employed for static and seismic strengthening of existing reinforced concrete columns. When no continuity is given to angle chords as they cross the floor, the jacket is considered “indirectly loaded”, which means that the load acting on the column is transferred partially to the external jacket through interface shear stresses. The evaluation of load transfer mechanism between core and jacket is not straightforward to be modeled, due to the absence of knowledge of a proper constitutive law of the concrete-to-steel interface and to the difficulties in taking into account the mechanical nonlinearities of materials. This paper presents …

Settore ICAR/09 - Tecnica Delle CostruzioniSteel jacketingNo-end connectionInterfaceRetrofit
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Friction-based beam-to-column connection for low-damage RC frames with hybrid trussed beams

2022

Hybrid Steel-Trussed Concrete Beam (HSTCB) is structural typology suitable for light industrialization. HSTCBs usually cover long span with small depths, which lead to significant amount of longitudinal rebars. The latter make beam-column joints more prone to damage due to earthquake-induced cyclic actions. This phenomenon can be avoided using friction-based BCCs. Friction devices at Beam-to-Column Connections (BCCs) have become promising solutions to reduce the damage experienced by structural members during severe earthquakes. Few solutions have been developed for cast-in-place Reinforced Concrete (RC) and steel-concrete composite Moment Resisting Frames (MRFs), because of the difficulty …

Settore ICAR/09 - Tecnica Delle Costruzionifriction connection hybrid steel-trussed concrete beam low-damage design PerfoBond Connectors RC structures
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