546 research outputs found
Filozofija u vremenu medija i tehnoloÅ”ko-informatiÄkog ludila
From the point of view of the philosophy of the media, the text problematises the possibility and practice of thinking (self-awareness) in the time of media domination and the rule of technological-information āmadnessā. Also, in the background of the presentation plan, the article touches on the critique of the so-called media-based capitalism; it confronts the concept of āmadnessā that we encounter under the veil of activity of the rational (instrumental) mind and modern media on the one hand and the thinking subject, his theoretical and practical possibilities, on the other. All this is demonstrated on the example of the (mis)use of artificial intelligence in modern media, which most often acts on social networks through two phenomena: the āepistemic bubbleā and the āecho chamberā. Based on the performed analyses, it is shown that the philosophy of the media, as an interdisciplinary oriented, theoretical critique of the media and mediated reality, has the opportunity and obligation to position itself towards technical inventions such as artificial intelligence used in the media, thus contributing to self-awareness and practice, both of the own discipline and of the social community in which the philosophy of the media critically participates.SaopÅ”tenje iz ugla filozofije medija problematizuje moguÄnost i praksu miÅ”ljenja (samosvest) u vremenu dominacije medija i vladavine tehniÄko-informatiÄkog āludilaā. TakoÄe, u pozadinskom planu izlaganja, saopÅ”tenje se dotiÄe kritike tzv. medijski zasnovanog kapitalizma; suoÄeljavaju se koncept āludilaā koji susreÄemo pod maskom aktivnosti racionalnog (instrumentalnog) uma i savremenih medija na jednoj strani, i poimanje misleÄeg subjekta, njegove teorijsko-praktiÄke moguÄnosti, na drugoj strani. Sve ovo demonstrira se na primeru (zlo)upotrebe veÅ”taÄke inteligencje u savremenim medijima, koja na druÅ”tvenim mrežama najÄeÅ”Äe deluje posredstvom dva fenomena: āepistemiÄkog mehuraā i āeho komoreā. Na osnovu izvedenih analiza, pokazuje se da filozofija medija, zasnovana kao interdisciplinarno orjentisana teorijska kritika medija i medijatizovane stvarnosti, ima priliku i obavezu da se problemski odredi prema tehniÄkim izumima kao Å”to je veÅ”taÄka inteligencija upotrebljena u medijma, Äime doprinosi samovesti i praksi, kako vlastite discipline, tako i druÅ”tvene zajednice u kojoj kritiÄki participira
Dynamics of large-scale neuronal networks of the human cortex functional connectivity : From Twenty First Annual Computational Neuroscience Meeting: CNS*2012 Decatur, GA, USA. 21-26 July 2012
Published by BioMed Central
VuksanoviÄ, Vesna ; Hƶvel, Philipp : Dynamics of large-scale neuronal networks of the human cortex functional connectivity : From Twenty First Annual Computational Neuroscience Meeting: CNS*2012 Decatur, GA, USA. 21-26 July 2012. - In: BMC Neuroscience. - ISSN 1471-2202 (online). - 13 (2012), suppl. 1, P117. - doi:10.1186/1471-2202-13-S1-P117
The mapping and enumeration of Informal Roma Settlements in Serbia
This paper describes five examples of mapping and enumerating poor informal Roma settlements in Serbia, implemented in the last decade by non-governmental organizations and Roma associations as a prelude to different upgrading projects. Their contexts, processes and outcomes are discussed and their common patterns and approaches are summarized. The characteristics and types of Roma settlements are described within the framework of the Romaās poverty and social exclusion and the lack of adequate responses by national and local authorities
to the difficult housing situation in Roma settlements. This paper considers ways of overcoming the gap between the need for reliable mapping and enumeration data and the actual situation, where informal Roma settlements are neither put on official maps in Serbia nor included in formal records, unlike other city areas
Linear Transient Analysis of Laminated Composite Plates using GLPT
The objective of this work is to study the transient response of laminated composite plates under different types of dynamic loading. For this purpose, laminated composite plate is modeled using Reddyās generalized layerwise plate theory (GLPT). This theory assumes layerwise linear variation of displacements components. Transverse displacement is constant through the thickness of the plate. Using the assumed displacement field, linear kinematic relations, as well as Hookeās constitutive law, equations of motion are derived using Hamiltonās principle. Analytical solution for cross-ply laminates is derived using the Navier method. Numerical solution is obtained using FEM. Governing partial differential equations in both solutions are reduced to a set of ordinary differential equations in time using Newmark integration scheme. The equations of motion are solved using constant-average acceleration method. Effects of time step, mesh refinement and lamination scheme on accuracy of transient response are considered. Illustrative comments are given about the influence of shear deformation on transient response. Finally, different schemes of dynamic loading are investigated. Good agreement is obtained with results from the literature.Obiectivul acestei lucrÄri este de a studia rÄspunsul tranzitoriu al plÄcilor compozite laminate sub diferite tipuri de Ć®ncÄrcare dinamicÄ. Ćn acest scop, placa compozitÄ laminatÄ este modelatÄ folo-sind teoria generalizatÄ a plÄcilor propusÄ de Reddy (GLPT). AceastÄ teorie presupune variaČia liniarÄ a componentelor deplasÄrii Ć®n raport cu straturile plÄcii. Deplasarea transversalÄ este constantÄ Ć®n grosimea plÄcii. EcuaČiile de miČcare sunt derivate folosind principiul lui Hamilton, utilizĆ¢nd cĆ¢mpul de deplasare asumat, relaČiile liniare cinematice, precum Či legea constitutivÄ a lui Hooke. SoluČia analiticÄ pentru plÄci laminate din fibre din lemn Ć®ncruciČate este derivatÄ folosind formula lui Navier. SoluČia numericÄ este obČinutÄ cu ajutorul metodei elementului finit. EcuaČiile cu derivate parČiale Ć®n ambele soluČii sunt reduse la un set de ecuaČii diferenČiale ordinare Ć®n timp, utilizĆ¢nd Metoda Newmark. EcuaČiile de miČcare sunt rezolvate folosind metoda de inte-grare implicitÄ Newmark Ī². Sunt luate Ć®n considerare efectele integrÄrii numerice Ć®n timp, pas cu pas, ale rafinÄrii discretizÄrii Či ale sistemului de laminare asupra acurateČei rÄspunsului tranzitoriu. Sunt prezentate comentarii ilustrative despre influenČa deformÄrii cauzate de forfecare asupra rÄspunsului tranzitoriu. Ćn cele din urmÄ, sunt investigate diferite scheme de Ć®ncÄrcare dinamicÄ. Rezultatele obČinute sunt Ć®n concordanČÄ cu cele din literatura de specialitate
TermiÄka analiza laminatnih kompozitnih i sendviÄ ploÄa primenom slojevitog konaÄnog elementa
In this paper the quasi static response of laminated composite and sandwich plates subjected to lineary varaying through the thickness and sinusoidall distributed in plane temperature field, is analyzed. Mathematical model, based on layer-wise displacement field of Reddy [15], is formulated using small deflection linear-elasticity theory. The principle of virtual displacements (PVD) is used to obtain the weak form of the mathematical model. The weak form is discretized utilizing isoparametric finite element approximation. The originally coded MATLAB program is used to investigate the influence of plate thickness on thermo-elastic response of laminate composite and sandwich plates. The accuracy of the numerical model is verified by comparison with the available results from the literature.U ovom radu analiziran je kvazi statiÄki odgovor laminatnih kompozitnih i sendviÄ ploÄa ploÄa izloženih temperaturnom polju linearno promenlivom po debljini i sinusoiudalno promenlijvom u ravni. MatematiÄki model, zasnovan na slojevitom polju pomeranja koje je predložio Reddy [15], formulisan je koristeÄi pretpostavke o geometrijskoj, materijalnoj i statiÄkoj linearnosti problema. Princip virtulanih pomeranja je primenjen za dobijanje slabe forme matematiÄkog modela. Slaba forma je diskretizovana koristeÄi izoparametarsku aproksimaciju konaÄnim elementom. Originalan MATLAB raÄunski program je koriÅ”Äen za analizu uticaja razlicitih debljina ploÄe na termo-elastiÄan odgovor laminatnih kompozitnih i sendviÄ ploÄa. TaÄnost numeriÄkog modela je potvrÄena poreÄenjem sa reÅ”enjima iz literature
Free vibrations of delaminated composite and sandwich plates
The aim of this paper is comparison of fundamental dynamic characteristics of intact and damaged laminated composite and sandwich plates. Generalized Layerwise Plate Theory is used for analysis of different plates with presence of delaminations. Jumps in displacement field are incorporated using Heaviside step functions. Different layerwise FE are derived. Mathematical model is coded in MATLABĀ® for free vibrations analysis of laminated composite and sandwich plates. Effects of plate aspect ratio, lamination scheme, degree of orthotropy and delamination position on fundamental dynamic characteristics are analyzed. All numerical solutions are compared with existing dat
Closed Form Solutions for The Stability and Free Vibration Analysis of Laminated Composite Plates
Analytical formulations and solutions to fundamental frequency and buckling loads analysis of simply supported isotropic and layered anisotropic cross-ply composite plates are presented. The displacement model based on Generalized Laminate Plate Theory (GLPT) assumes piece-wise linear variation of in-plane displacement components and constant transverse displacement through thickness of the plate. It also includes the quadratic variation of transverse shear stresses within each layer of the plate. The large deflection theory (in Von Karman sense) is incorporated into the buckling analysis. The equations of motion are obtained using Hamiltonās principle. Closed form solution is derived following the Navierās technique and by solving the eigenvalue problem. The effects of side-to-thickness ratio, aspect ratio, coupling between bending and stretching and number of layers on the fundamental frequencies and critical buckling loads are investigated. The results of the presented theory (GLPT) are compared with the exact 3D elasticity theory, Higher-order Shear Deformation Theory (HSDT) and Classical Laminated Plate Theory (CLPT) solutions. The study concludes that the present model accurately predicts fundamental frequencies and buckling loads of composite plates, while the CLPT is inadequate for the analysis of non-homogeneous laminated plates
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