Relevant bibliographies by topics / Capacità portante

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Capacità portante'

Author: Grafiati
Published: 4 June 2021
Last updated: 4 February 2022

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Journal articles on the topic "Capacità portante"

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Bouassida, Mounir, and Belgacem Jellali. "Capacité portante ultime d'un sol renforcé par une tranchée." Revue Française de Génie Civil 6, no. 7-8 (January 2002): 1381–95. http://dx.doi.org/10.1080/12795119.2002.9692414.

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Klvač, R., P. Vrána, and R. Jiroušek. "Possibilities of using the portable falling weight deflectometer to measure the bearing capacity and compaction of forest soils." Journal of Forest Science 56, No. 3 (April 1, 2010): 130–36. http://dx.doi.org/10.17221/71/2009-jfs.

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The paper discusses possibilities of using the portable falling weight deflectometer to measure the bearing capacity and compaction of forest soils.<B> </B>Within the study, measurements were made using manual penetrometer and Loadman II portable falling weight deflectometer. To eliminate the extreme values, Grubbs’s test was used. The results indicate that Loadman II deflectometer may be used to measure both the bearing capacity and compaction of forest soils under the canopy as well as in transport lines. A significant difference was found between deflection of water-unaffected sites and water-affected sites (12.08 and 2.31 mm, respectively). Measurements of bearing capacity after removal of forest litter give far more precise details; however, the authors do not refuse the measurements without litter removal, either. To determine the degrees of soil compaction, it is useful to measure the soil reaction time; to measure the bearing capacity it is vital to measure deflection. <B></B>
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Arriaga, F., M. Esteban, and E. Relea. "Evaluación de la capacidad portante de piezas de gruesa escuadría de madera de conifera en estructuras existentes." Materiales de Construcción 55, no. 280 (December 30, 2005): 43–52. http://dx.doi.org/10.3989/mc.2005.v55.i280.205.

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Belabed, L., and M. Bencheikh. "Analyse semi-probabiliste de la capacité portante des fondations superficielles." Revue Française de Géotechnique, no. 124 (2008): 61–75. http://dx.doi.org/10.1051/geotech/2008124061.

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Shehi, Jasmina, Valentina De Marchi, Eleonora Di Maria, Andrea Pellizzari, Mirco Zerlottin, and Davide Beltrame. "Performance ambientale nel distretto della concia di arzignano: tra iniziativa imprenditoriale e intervento istituzionale." ECONOMIA E SOCIETÀ REGIONALE, no. 1 (June 2021): 152–78. http://dx.doi.org/10.3280/es2021-001012.

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Molto si è discusso sulla capacità dei distretti industriali italiani di fornire un vantaggio alle imprese che lo compongono in termini di capacità innovativa, flessibilità e produttività. Nell'ambito di questo dibattito, il presente lavoro si pone l'obiettivo di discutere se e come tale potenzialità possa portare non solo benefici economici ma anche vantaggi ambientali. L'agglomerazione in un territorio ristretto di attività produttive che insistono sulle stesse ri-sorse può portare a un forte degrado ambientale, ma anche a una maggiore pressione dagli stakeholder locali per invertire questa tendenza, portando a situazioni più virtuose che in altri territori. In questo scenario è presentato il contesto di Arzignano come esempio di come le dinamiche distrettuali possano innescare una propensione alla sostenibilità ambientale. Attra-verso l'analisi dei dati sul livello di inquinamento delle imprese e considerando le attività isti-tuzionali condotte da Acque del Chiampo Spa, l'ente gestore dell'impianto collettivo di depu-razione, si descrivono le attività di eco-innovazione introdotte e le performance ottenute, dan-do spunti utili per comprendere come i distretti industriali possano diventare attori del cam-biamento verso la sostenibilità e del contesto istituzionale di supporto in questa transizione.
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Wilcox, Kevin. "Inexpensive, Portable, Nondestructive Equipment Tests Bridge Capacity." Civil Engineering Magazine Archive 88, no. 2 (February 2018): 36–37. http://dx.doi.org/10.1061/ciegag.0001270.

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Park, Min, and Volkan Rodoplu. "Core Capacity Region of Portable Wireless Networks." IEEE Transactions on Wireless Communications 6, no. 11 (November 2007): 3897–901. http://dx.doi.org/10.1109/twc.2007.060305.

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Murat, J. R., and R. Tinawi. "La capacité portante à court terme de la glace de mer colonnaire annuelle." Canadian Journal of Civil Engineering 13, no. 2 (April 1, 1986): 171–87. http://dx.doi.org/10.1139/l86-025.

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This paper deals with the bearing capacity of sea ice covers taking into consideration the nonhomogeneity of the material, which is primarily due to variations in temperature and salinity across the thickness. The study is limited to the evaluation of short-term loads that would cause cracking in the ice cover. The general method for evaluation of such loads is fully developed and simplified formulae are proposed for a given surface temperature and ice thickness. Key words: bearing capacity, sea ice.
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Siraj-Eldine, K., and A. Bottero. "Étude expérimentale de la capacité portante d'une couche de sol pulverulent d'épaisseur limitée." Canadian Geotechnical Journal 24, no. 2 (May 1, 1987): 242–51. http://dx.doi.org/10.1139/t87-029.

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This paper presents a series of experimental measurements of the bearing capacity of spread foundations resting on a layer of sand of finite thickness; they are carried out using circular or rectangular laboratory models. After an analysis of the graphical expression of results illustrating the foundation–soil behaviour under the applied load, we study the relationships between the bearing capacity coefficient and the different parameters of the problem: relative thickness of the compressible layer, interfacial foundation–soil and soil–substratum conditions of friction, shape factor of the models.In every case, the results have been compared with available results of other authors and related with existing theoretical or semiempirical methods; these comparisons lead to the proposal of a rational testing procedure for determining the ultimate load for shallow foundations. Key words: foundations, bearing capacity, interfaces, scale effect, shape factor, bilayer.
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Sukhanovskii, Yu P., V. A. Vitovtov, A. V. Prushchik, Yu A. Solov`eva, and S. I. Sanzharova. "Assessment of soil infiltration capacity by using portable rainfall simulator." Dokuchaev Soil Bulletin, no. 78 (May 1, 2015): 31–41. http://dx.doi.org/10.19047/0136-1694-2015-78-31-41.

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Dissertations / Theses on the topic "Capacità portante"

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Vittori, Giulio. "Gestire la manutenzione dei ponti: dalle prove in sito alla valutazione della capacità portante Applicazione al ponte sul fiume Lamone a Ravenna​." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017. http://amslaurea.unibo.it/12892/.

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La gestione e la manutenzione dei ponti in Italia è per legge affidata all'Ente proprietario; tuttavia non sempre questi riesce a far fronte, a causa della scarsità di risorse alla manutenzione di tutte le opere realizzati. Questa tesi illustra una metodologia completa che, partendo dall'ispezione visiva del manufatto permette l'individuazione delle situazioni di maggior degrado. L'utilizzo di prove in sito permette quindi la determinazione delle caratteristiche meccaniche dei materiali; queste a loro volta sono inserite in un modello numerico calibrato che simula il reale comportamento della struttura sotto carico. I risultati numerici consentono l'esecuzione di verifiche di resistenza nelle sezioni maggiormente sollecitate e il confronto delle deformazioni teoriche con quelle sperimentali ottenute da prove di carico statiche. Il metodo permette quindi, sulle basi dei risultati sperimentali e numerici la certificazione della capacità portante dell'opera, lasciando all'Ente la possibilità di stimare accuratamente i costi di risanamento.
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Nancey, Alain. "Capacité portante des fondations superficielles sous sollicitations sismiques." Phd thesis, Grenoble 1, 1992. http://tel.archives-ouvertes.fr/tel-00783443.

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Ce mémoire montre la construction de modèles de calcul, pour l'étude de la capacité portante des fondations superficielles soumises à des sollicitations sismiques. La première partie examine la règlementation française (Règles PSG9) et ses évolutions (Recommandations AFPS90), dans le-domaine de la protection parasismique. A partir des données sismologiques et géotechniques concernant le site particulier de Mexico, le second chapitre fournit les paramètres sismiques de la modélisalion. La troisième partie propose le remplacement des effets dynamiques du séisme par des efforts pseudo-statiques équivalents à l'utilisation de l'Analyse Limite, pour déterminer les chargements de rupture, en supposant un comportement rigide-plastique du sol. Les différentes approches sont rappelées ici. La quatrième partie présente les résultats obtenus par les trois méthodes suivantes: une approche statique élastique, un calcul utilisant des lignes de rupture circulaires, un calcul cinématique faisant intervenir une méthode de résolution par éléments finis. L'influence des paramètres de dimension des modèles (L,H,B) est particulièrement mise en évidence. Enfin, une cinquième partie est consacrée au calcul du déplacement permanent résultant d'une secousse sismique. Deux lypes de méthodes sont présentés, supposant toutes un comportement rigide-plastique les premières ne considèrent, comme effet du séisme, qu'une surcharge temporaire au niveau de l'ouvrage, les dernières déterminent le déplacement, à partir d'un accélérogramme artificiel et de coefficients sismiques appliqués à l'ensemble sol-fondation.
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Busco, Serge dal. "Déformabilité et capacité portante des colonnes en béton armé /." Lausanne, 1988. http://library.epfl.ch/theses/?nr=734.

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Thèse, Sciences techniques, EPF Lausanne, No 734, 1988, Département de génie civil. Rapporteur: R. Favre ; Co-rapporteur: M. R. Beylouné ; Co-rapporteur: F. Descoeudres ; Co-rapporteur: T. P. Tassios.
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Bakir, Nour-Eddine. "Etude sur modèles centrifuges de la capacité portante de fondations superficielles." Nantes, 1993. http://www.theses.fr/1993NANT2036.

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La modélisation par centrifugation est devenue une approche expérimentale courante des problèmes d'interactions sols-structures. Cette méthode est appliquée à l'étude de plusieurs problèmes de fondations superficielles. La prévision de la capacité portante de fondations filantes, établies sur sol horizontal, peut être effectuée, dans des conditions satisfaisantes, par différentes méthodes de calcul a partir d'essais de laboratoires ou d'essais in situ. L'effet de la proximité d'un talus et celui de la longueur de la fondation sont par contre mal connus et les méthodes usuelles, pour déterminer la portance des fondations dans ce type de configuration, donnent des résultats disperses et peu fiables. Un premier programme de recherches expérimentales sur modèles centrifuges a été d'abord engage pour déterminer les coefficients de réduction de portance due a une pente. Des expressions simples donnant la valeur de ces coefficients de réduction, tant pour les semelles filantes que pour les fondations rectangulaires, ont été proposées pour être intégrées dans les méthodes réglementaires de dimensionnement. Une autre série d'essais a été spécialement conduite pour déterminer les mécanismes de rupture sous des semelles filantes. Une méthode de traitement numérique d'images vidéo prises en cours de centrifugation a été mise en œuvre pour obtenir les champs de déplacement au sein du massif. L'ensemble des résultats expérimentaux ont été confronte a ceux des méthodes théoriques et notamment des calculs a la rupture. Une seconde campagne d'essais a porté sur l'effet de la longueur de la fondation, des fondations carrées aux semelles filantes. Apres comparaison avec les autres données expérimentales disponibles, des coefficients de forme, pour l'évaluation de la portance des fondations, sont également proposés
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Garnier, Pierre. "Influence de l'anisotropie d'une tourbe sur la capacité portante d'un remblai ferroviaire." Thesis, Université Laval, 2007. http://www.theses.ulaval.ca/2007/24831/24831.pdf.

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Hamlaoui, Madani. "Capacité portante des fondations superficielles pour géomateriaux avec modèles plastiques non associés." Thesis, Lille 1, 2015. http://www.theses.fr/2015LIL10146.

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En plasticité associée c’est-à-dire avec la loi de normalité, la solution analytique de Prandtl-Hill donne la charge limite exacte d’un poinçon sur un massif semi-infini de fondation avec le critère de Mohr-Coulomb. Or, il est reconnu expérimentalement que les sols ont un comportement plastique non associé, ce qui signifie qu’en réalité la valeur de la charge limite n’est qu’une estimation.On se propose dans ce travail de combler ce manque en abordant le problème de la capacité portante d’une fondation superficielle lorsque la loi de plasticité est non associée. Sur la base des simulations numériques et d’une extension de l’analyse limite aux matériaux à lois non associées par l’approche du bipotentiel, de Saxcé (1992), on propose une solution analytique approchée par une méthode variationnelle et on la compare à la formule de Drescher et Detournay (1993) et aux résultats numériques
In associated plasticity, i.e. with the normality law, Prandtl-Hill analytical solution gives the exact limit load of a punch on a semi-infinite massive of foundation with Mohr-Coulomb model. However, it is experimentally recognized that geomaterial shave a non-associated behavior, what means that in reality the value of the limit load is only an estimation.In this work, it is proposed to fill this lack in addressing the problem of the bearing capacity of a shallow foundation, when the low of plasticity is no-associated. On the basis of numerical simulations and an extension of the limit analysis method to materials with non-associated laws by the bipotential approach, de Saxcé (1992), we proposed an approximated analytical solution by a variational method and we compared to Drescher-Detournay formula (1993) and numerical results
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Daniels, Byron James Daniels Byron J. "Comportement et capacité portante des dalles mixtes : modélisation mathématique et étude expérimentale /." Lausanne : Ecole polytechnique fédérale de Lausanne Département de génie civil ICOM-Construction métallique, 1991. http://library.epfl.ch/theses/?nr=895.

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Lateb, Mourad. "Calcul de la capacité portante des murs en maçonnerie de petits éléments sous charges verticales." Phd thesis, Ecole Nationale des Ponts et Chaussées, 1995. http://pastel.archives-ouvertes.fr/pastel-00569146.

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Dans cette recherche est développé un modèle de calcul de la capacité portante des murs en maçonnerie de petits éléments sous charges verticales centrées ou excentrées. Le modèle est capable de prendre en compte l'influence des discontinuités mécaniques introduites par les joints horizontaux et verticaux en considérant les caractéristiques mécaniques des blocs et des joints de mortier. La détermination des caractéristiques mécaniques du mortier des joints a également été menée. Les essais sur des éprouvettes découpées dans les joints de mortier après durcissement ont mis en évidence l'influence des phénomènes de succion des blocs sur les caractéristiques mécaniques du mortier. Cette étude a montré également que la détermination de la loi de comportement du mortier à partir .de celle des assemblages et des blocs en utilisant l'approche proposée par PAGE sous-estime la valeur du module d'élasticité initial du mortier. Un dispositif expérimental spécifique a été mis au point pour la détermination des lois excentricité-courbure à effort normal maintenu constant. Ce dispositif permet également de mettre en évidence les modes de rupture observés dans les assemblages ainsi que l'influence du type de mortier sur leur déformabilité. D'une manière générale, on a pu constater une bonne correspondance entre résultats théoriques et expérimentaux en particulier dans le cas où l'on considère la maçonnerie comme un matériau hétérogène.
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Rocher-Lacoste, Frédéric. "Étude expérimentale en vraie grandeur et étude numérique des pieux vibrofoncés : vibrations dans l'environnement et capacité portante." Phd thesis, Ecole des Ponts ParisTech, 2008. http://pastel.archives-ouvertes.fr/pastel-00005507.

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L'objectif de ce travail est de mieux comprendre les phénomènes liés à la technique du vibrofonçage et de la valoriser. Ce rapport comporte trois chapitres. Le premier décrit les deux principales techniques de fonçage des pieux : le battage et le vibrofonçage. Le second présente deux séries de résultats expérimentaux : - une étude en vraie grandeur de l'impact acoustique et plus particulièrement une analyse des bruits engendrés par le fonçage des pieux avec un vibrateur, un marteau ou un trépideur, - une étude en vraie grandeur des vitesses particulaires pendant le fonçage des pieux, couplée à une étude numérique par éléments finis, en 2D et 3D, avec le progiciel CESAR-LCPC. A partir également d'expérimentations en vraie grandeur, le troisième chapitre compare la capacité portante des pieux mis en œuvre par battage et par vibrofonçage et propose une prise en compte de la différence de ces techniques de mise en œuvre dans les règles de calcul françaises de portance des pieux.
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Rocher-Lacoste, Frédéric. "Etude expérimentale en vraie grandeur et étude numérique des pieux vibrofoncés : Vibrations dans l’Environnement et Capacité Portante." Paris Est, 2008. http://pastel.paristech.org/5507/01/FRL-rapport_final.pdf.

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L'objectif de ce travail est de mieux comprendre les phénomènes liés à la technique du vibrofonçage et de la valoriser. Ce rapport comporte trois chapitres. Le premier décrit les deux principales techniques de fonçage des pieux : le battage et le vibrofonçage. Le second présente deux séries de résultats expérimentaux : 1) une étude en vraie grandeur de l’impact acoustique et plus particulièrement une analyse des bruits engendrés par le fonçage des pieux avec un vibrateur, un marteau ou un trépideur, 2) une étude en vraie grandeur des vitesses particulaires pendant le fonçage des pieux, couplée à une étude numérique par éléments finis, en 2D et 3D, avec le progiciel CESAR-LCPC. A partir également d’expérimentations en vraie grandeur, le troisième chapitre compare la capacité portante des pieux mis en œuvre par battage et par vibrofonçage et propose une prise en compte de la différence de ces techniques de mise en œuvre dans les règles de calcul françaises de portance des pieux
The objective of this work is to better understand the phenomena related to vibratory driving and to capitalize on it. This report is organized into three chapters. The first describes two techniques of driven piles: impact driving and vibratory driving. The second chapter is based on two axes : 1) A full scale experimental study of acoustic impact of sound and especially an analysis of noise caused by the driving piles with a vibrator, a hydraulic hammer or a pneumatic hammer, 2) A full scale experimental study of particulate velocity during pile driving, coupled with a numerical analysis (both in 2D and in 3D), with the finite element software package CESAR-LCPC. From full-scale experiments, the third chapter compares the bearing capacity of piles implemented by impact and vibratory driving and proposes to take into account the vibratory driving piles into the French rules
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Books on the topic "Capacità portante"

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cqua, Leone Corradi DellA. Meccanica delle strutture: La valutazione della capacita portante. Milano: McGraw-Hill libri Italia, 1993.

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Hislop, Lola E. Portable crossings over low-bearing capacity soils using wood products and terra mats. [San Dimas, Calif.]: U.S. Dept. of Agriculture, Forest Service, Technology & Development Program, 1996.

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Moretti, Anna, and Francesco Zirpoli. Osservatorio sulla componentistica automotive italiana 2020. Venice: Fondazione Università Ca’ Foscari, 2020. http://dx.doi.org/10.30687/978-88-6969-482-0.

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Nell’anno 2020 l’Italia ha dovuto fare i conti con la crisi sanitaria ed economica determinata dalla diffusione del virus COVID-19. La straordinarietà della situazione, con l’Europa alle prese con lockdown e fermi produttivi, ha portato l’Osservatorio a far seguire alla tradizionale rilevazione avviata a fine Febbraio 2020 una seconda indagine di approfondimento mirata a raccogliere le prime reazioni delle imprese della filiera alla crisi da coronavirus. Questa edizione del volume è, quindi, particolarmente ricca di spunti in quanto collega la fotografia del 2019 alla situazione generata dalla pandemia nel 2020. Il quadro complessivo è quello di una filiera i cui risultati in termini di fatturato, produzione ed export erano già in contrazione nel 2019 e, di conseguenza, particolarmente esposta alla crisi del 2020, soprattutto per alcune categorie di imprese meno resilienti. Il superamento di questa situazione critica potrà giocarsi sulla capacità di sviluppare aggregazioni e reti per l’innovazione, con obiettivi importanti di competitività dell’intera filiera sullo scenario internazionale.
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Association de recherche en géotechnique marine (France), ed. Capacité portante des pieux. Paris: Editions Technip, 1988.

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d'État, France Conseil, ed. Arrest du Conseil d'État du roi: Portant règlement pour les déclarations à faire par les dépositaires volontaires ou judiciaires des biens des nommés Bigot, Varin & autres condamnés dans l'affaire du Canada. A Paris: De l'imprimerie royale, 1985.

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D'Andrea, Maria Stella. Child abuse. Bononia University Press, 2021. http://dx.doi.org/10.30682/alph10.

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La storia dell’infanzia è una storia ininterrotta di abusi e ancora oggi, inorriditi spettatori, assistiamo a episodi raccapriccianti di bambini sottoposti a violenze fisiche e psicologiche, senza percepire la vera portata di una realtà spesso inconfessata. Il fenomeno dell’abuso sui minori è una piaga destinata a restare drammaticamente sommersa se nei professionisti chiamati ad ascoltare e a visitare le giovani vittime mancano la capacità di interpretare le parole e i silenzi, se manca la comprensione delle varie forme con cui la violenza si può manifestare o la disponibilità a condividere percorsi di formazione comuni, multiprofessionali e interistituzionali. È dunque assolutamente indispensabile che i professionisti a cui è richiesto di valutare un sospetto caso di abuso siano in grado di mettere in campo un approccio adeguato e conoscenze specialistiche che possano tutelare i minori, sia a livello clinico che legale; che sappiano contestualizzare ogni segno rilevato alla luce della storia personale della vittima, del suo racconto dei fatti e di una valutazione psicologica approfondita. I segni diagnostici diretti sono infatti spesso esigui, aspecifici se non addirittura assenti, ma il ricordo degli eventi traumatici, seppur rimosso o negato, non può essere cancellato e potrà riaffiorare dolorosamente in qualsiasi momento.
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Book chapters on the topic "Capacità portante"

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McDougall, Anne. "Infrastructure issues for implementation of portable computer use in schools." In Capacity Building for IT in Education in Developing Countries, 111–17. Boston, MA: Springer US, 1998. http://dx.doi.org/10.1007/978-0-387-35195-7_12.

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Melbouci, B., and J. C. Roth. "Utilisation des paramètres de forage pour le calcul de la capacité portante d'un pieu foré." In Geotechnics for Developing Africa, 483–87. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211174-68.

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Schmidhuber, M., J. Bähr, F. Ilchmann, J. Wiest, and B. Wolf. "Space saving Mixed Signal FPGAs for improving processing power and memory capacity as a replacement for μCs in portable biosensor devices." In IFMBE Proceedings, 37–40. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-03887-7_11.

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Rao Jetti, Chandrasekhar, and Venkateswara Rao Nandanavanam. "UWB-MIMO Antenna with Band-Notched Characteristics for Portable Wireless Systems." In UWB Technology [Working Title]. IntechOpen, 2020. http://dx.doi.org/10.5772/intechopen.93809.

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The current and future wireless communication systems demand for higher data rates, enhanced quality of service and more channel capacity. Since Federal Communications Commission (FCC) allocated the unlicensed frequency spectrum from 3.1 to 10.6 GHz for commercial applications in the year 2002, Ultra-Wideband (UWB) technology has attained considerable attention because of its inherent features like high data rate, more channel capacity, extremely less power consumption and low cost. However, for UWB systems, multipath fading and frequency interference are the two significant issues that requires further investigation. In recent times, Multiple Input Multiple Output (MIMO) technology has gained much attention in wireless communication as it exploits multipath to increase the communication range and link quality. Thus, MIMO technology is a promising solution for mitigating multipath fading in UWB system. However, accommodating multiple antennas with less mutual coupling between them in portable devices is always a challenging task for antenna designers. UWB system could easily interfere with existing narrowband communication system such as Wireless Local Area Network (WLAN). So, the design of an ultra-wideband antenna with integrated frequency notching function is a good solution to suppress the frequency interference and to reduce the complexity of the UWB system instead of using a conventional filter. In this chapter, compact isolation-enhanced planar UWB-MIMO antenna with single band-notched characteristics is presented.
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Chow, C., H. Leong, and A. Chan. "Peer-to-Peer Cooperative Caching in Mobile Environments." In Encyclopedia of Mobile Computing and Commerce, 749–53. IGI Global, 2007. http://dx.doi.org/10.4018/978-1-59904-002-8.ch126.

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An infrastructure-based mobile environment is formed with a wireless network connecting mobile hosts (MHs) and mobile support stations (MSSs). MHs are clients equipped with portable devices, such as laptops, personal digital assistants, cellular phones, and so on, while MSSs are stationary servers providing information access for the MHs residing in their service areas. With the recent widespread deployment of contemporary peer-to-peer (known as P2P throughout this chapter) wireless communication technologies, such as IEEE 802.11 (IEEE Standard 802-11, 1997) and Bluetooth (Bluetooth SIG, 2004), coupled with the fact that the computation power and storage capacity of most portable devices have been improving at a fast pace, a new information sharing paradigm known as P2P information access has rapidly taken shape. The MHs can share information among themselves rather than having to rely solely on their connections to the MSS. This article reviews a hybrid communication framework - that is, mobile cooperative caching - which combines the P2P information access paradigm into the infrastructure-based mobile environment.
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Dixon, Simon. "Audio Analysis Applications for Music." In Encyclopedia of Information Science and Technology, First Edition, 188–96. IGI Global, 2005. http://dx.doi.org/10.4018/978-1-59140-553-5.ch036.

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The last decade has seen a revolution in the use of digital audio: The CD, which one decade earlier had taken over the home audio market, is starting to be replaced by electronic media which are distributed over the Internet and stored on computers or portable devices in compressed formats. The need has arisen for software to manage and manipulate the gigabytes of data in these music collections, and with the continual increase in computer speed, memory and disk storage capacity, the development of many previously infeasible applications has become possible.
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Murgia, Camilla. "Introduction: Staging the Temporary: The Fragile Character of Space." In Ephemeral Spectacles, Exhibition Spaces and Museums. Nieuwe Prinsengracht 89 1018 VR Amsterdam Nederland: Amsterdam University Press, 2021. http://dx.doi.org/10.5117/9789463720908_intro.

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This volume examines a varied number of exhibition devices that are ephemeral in terms of the precariousness of their structure, but also in terms of their capacity to adapt to the space in which they develop. Special attention will be paid to spaces such as curiosity cabinets, portable museums, show gardens, and a number of unconventional exhibition devices. These spaces often function as microcosms, small autonomous universes that operate individually, but also in relation to their environment. The aim of this volume is to examine their development and relationship to context.
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Kumar Sahoo, Prasanta, Chi-Ang Tseng, Yi-June Huang, and Chuan-Pei Lee. "Carbon-Based Nanocomposite Materials for High-Performance Supercapacitors." In Novel Nanomaterials. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.95460.

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Lightweight, flexible, wearable, and portable electronic gadgets have drawn significant attention in modern electronics industry. To power these gadgets, great efforts have been made to develop highly efficient energy-storage equipment. Among various power sources, a supercapacitor, acting as a bridge between the conventional battery and electrolytic capacitor, has been considered a promising portable energy storage device because of its high power density, fast charge/discharge rate, adequate operational safety, and excellent working lifetime. Hybrid supercapacitors, which combine redox materials with carbon-based materials, exhibit tremendous potential to fulfill the requirement of practical applications. In this chapter, we will review recent reports focusing on composite materials (i.e. metal oxide, metal hydroxide, and metal dichalcogenide composited with carbon materials) for the application in supercapacitors. The conclusion and futuristic prospects and challenges of highly efficient supercapacitors are briefly discussed.
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Matin, M. A. "Evolution of Wireless and Mobile Communications." In Advances in Wireless Technologies and Telecommunication, 1–17. IGI Global, 2014. http://dx.doi.org/10.4018/978-1-4666-5170-8.ch001.

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There has been a tremendous growth of mobile communications markets all over the world, as they provide ubiquitous communication access to citizens. Wireless technologies are the core of mobile communications. They fundamentally revolutionize data networking, telecommunication, and make integrated networks to increase capacity and coverage. This has made the network portable because of affordable digital modulation, adaptive modulation, information compression, wireless access, multiplexing, and so on. It supports exciting applications such as sensor networks, smart homes, telemedicine, video conferencing and distance learning, cognitive radio networks, automation, and so on. This chapter provides an overview of the evolution of wireless and mobile communications from 2G to 4G.
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"The USB (Universal Security Burden) Nightmare: Pod Slurping and Other High Storage Capacity Portable Device Vulnerabilities." In Information Security Management Handbook, Volume 3, 163–66. Auerbach Publications, 2009. http://dx.doi.org/10.1201/9781420090956-18.

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Conference papers on the topic "Capacità portante"

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Shue, Samuel L., and James M. Conrad. "Development of a portable XBee C library and RSSI triangulation localization framework." In 2014 11th Annual High-capacity Optical Networks and Emerging/Enabling Technologies (HONET). IEEE, 2014. http://dx.doi.org/10.1109/honet.2014.7029375.

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Chiang, Bing, and Thomas Liu. "Invasion of Inductor and Capacitor Chips in the Design of Antennas and Platform Integrations." In 2007 IEEE International Conference on Portable Information Devices. IEEE, 2007. http://dx.doi.org/10.1109/portable.2007.25.

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Tang, Yuanheng, Hao Yin, Zuotang Liang, and Cheng Xu. "Optimization of small portable hoist load-capacity model." In 2017 5TH INTERNATIONAL CONFERENCE ON COMPUTER-AIDED DESIGN, MANUFACTURING, MODELING AND SIMULATION (CDMMS 2017). Author(s), 2017. http://dx.doi.org/10.1063/1.4981594.

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Suen, C. Y. B., K. T. Chan, T. K. Hung, and C. C. Lee. "Remote monitoring on capacity of portable power bank in testing laboratories." In IECON 2017 - 43rd Annual Conference of the IEEE Industrial Electronics Society. IEEE, 2017. http://dx.doi.org/10.1109/iecon.2017.8216816.

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Dali, B., and B. Heritier. "Battage de pieux tubulaires en milieu sableux capacité portante et rôle de la colonne de sol." In Journées Nationales Génie Côtier - Génie Civil. Editions Paralia, 1992. http://dx.doi.org/10.5150/jngcgc.1992.020-d.

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FONTAN, Maxime, Thierry VASSAIL, and Pierre Eric THEVENIN. "Maitrise de la vulnérabilité des ouvrages maritimes et vérification de la capacité portante sous bruit de fond." In Journées Nationales Génie Côtier - Génie Civil. Editions Paralia, 2016. http://dx.doi.org/10.5150/jngcgc.2016.048.

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Holt, Shad L., James C. Dickens, John J. Mankowski, and Glenn Rodriquez. "Rapid capacitor charger and battery system for portable pulsed power applications." In 2013 IEEE 40th International Conference on Plasma Sciences (ICOPS). IEEE, 2013. http://dx.doi.org/10.1109/plasma.2013.6635187.

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Razakamanantsoa, Léa, Bachar Chahine, Laurène Goument, Camille Germain, Julien Maris, Julien Pierchon, Tristan Bonnevie, et al. "Portable CPAP benefits on exercise capacity in patients with excessive dynamic airway collapse (EDAC)." In ERS International Congress 2019 abstracts. European Respiratory Society, 2019. http://dx.doi.org/10.1183/13993003.congress-2019.pa672.

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McCarroll, Michele L., Rachael J. Pohle-Krauza, Annamarie C. Calo, Christopher M. Kriebel, and Matthew L. Krauza. "Perceived Comfort Of Fit© Is Associated With Functional Capacity In Patients Using Portable Oxygen." In American Thoracic Society 2012 International Conference, May 18-23, 2012 • San Francisco, California. American Thoracic Society, 2012. http://dx.doi.org/10.1164/ajrccm-conference.2012.185.1_meetingabstracts.a4890.

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Harrigan, Carl, Griffin Malatino, Kenneth Hill, Sushmit Shreyans, and David O. Prevatt. "Using a Portable Nail Extractor to Determine Roof Nail Withdrawal Capacity of Existing Residential Structures." In Structures Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)308.

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