Literatura académica sobre el tema "FRCS"

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Artículos de revistas sobre el tema "FRCS"

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Constable, Ian. "David Jeremiah McAuliffe frcse, frcs, fracs, fraco". Australian and New Zealand Journal of Ophthalmology 18, n.º 1 (febrero de 1990): 115. http://dx.doi.org/10.1111/j.1442-9071.1990.tb00598.x.

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Plowman, P. N. "Arthur Edward Jones, MD, FRCP, FRCS, FRCR, DMRT, HonFACR". Medical and Pediatric Oncology 34, n.º 2 (febrero de 2000): 85–86. http://dx.doi.org/10.1002/(sici)1096-911x(200002)34:2<85::aid-mpo1>3.0.co;2-o.

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Negus, David. "Michael Lea Thomas, MA, MB, BChir, FRCP, FRCR, FRCS(Eng)". Phlebology: The Journal of Venous Disease 7, n.º 3 (septiembre de 1992): 134. http://dx.doi.org/10.1177/026835559200700319.

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du Boulay, George. "Dr. James W.D. Bull CBE; MA, MD, FRCP, FRCS, FRCR". Neuroradiology 29, n.º 6 (noviembre de 1987): 503. http://dx.doi.org/10.1007/bf00350428.

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Andersen, Stephen E. J. "John Hugh Wilson Hogg OAM, MB BS, FRACS, FRCS, FRCSI, DDU". Medical Journal of Australia 199, n.º 5 (septiembre de 2013): 368. http://dx.doi.org/10.5694/mja13.10545.

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Wright, Fred W. "L.G. Brock, BA, BSc, MSc, DMRD, FRCS, FRCR, FRAS (1923–1996)". Clinical Radiology 52, n.º 7 (julio de 1997): 569. http://dx.doi.org/10.1016/s0009-9260(97)80349-2.

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Waiter, Gordon D., Fiona J. Gilbert, Alison Murray y Beverly MacLennan. "Francis William Smith, MD , FRCR , FRCS , FRCP , FFSEM ( UK ) (1943–2022)". Journal of Magnetic Resonance Imaging 57, n.º 1 (13 de diciembre de 2022): 324–25. http://dx.doi.org/10.1002/jmri.28552.

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Fielding, George A. "Biography: George A. Fielding, MBBS FRACS FRCS (Eng) FRCS (Glas Hon)". Obesity Surgery 28, n.º 7 (4 de junio de 2018): 1811. http://dx.doi.org/10.1007/s11695-018-3315-8.

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Willatts, Sheila. "In Memoriam: Jack Tinker FRCP, FRCS". Journal of the Intensive Care Society 11, n.º 3 (julio de 2010): 211. http://dx.doi.org/10.1177/175114371001100323.

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Colville, John. "Norman Campbell Hughes OBE, FRCS, FRCSI". British Journal of Plastic Surgery 49, n.º 1 (1996): 70. http://dx.doi.org/10.1016/s0007-1226(96)90191-5.

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Tesis sobre el tema "FRCS"

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Eriksson, Filip y Albert Gustafsson. "EasyMill - En kompakt CNC-fräs för träskivor". Thesis, Högskolan i Halmstad, Sektionen för ekonomi och teknik (SET), 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-25146.

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This report is a thesis for the Technicians in Computer Aided Design program at Halmstad University. The group has developed a milling machine mainly used for fiber boards, on behalf of Johan Wretborn.
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Turowski, Pamela L. "FRS and MAT Data Set.xlsx". Diss., Temple University Libraries, 2017. http://cdm16002.contentdm.oclc.org/cdm/ref/collection/p245801coll10/id/482727.

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Music Education
Ph.D.
The purpose of this research was to examine the potential relationship between students’ degree of familiarity with repertoire common to beginning band method books and aural-based music achievement after one year of study. Three research questions guided this study: (1) Which songs from the Familiar Repertoire Survey (FRS) are reported as being the most and least familiar to the sample? (2) For a familiar song, “Lightly Row,” can FRS scores predict (a) Familiar Music Achievement Singing Test (FMAST) scores, (b) Familiar Music Achievement Playing Test (FMAPT) scores, (c) Familiar Music Achievement Improvisation Singing Test (FMAIST) scores, and (d) Familiar Music Achievement Improvisation Playing Test (FMAIPT) scores? (3) For an unfamiliar song, “Finish Line,” can FRS scores predict (a) Unfamiliar Music Achievement Singing Test (UMAST) scores, (b) Unfamiliar Music Achievement Playing Test (UMAPT) scores, (c) Unfamiliar Music Achievement Improvisation Singing Test (UMAIST) scores, and (d) Unfamiliar Music Achievement Improvisation Playing Test (UMAIPT) scores? Participants (N = 17) were fifth and sixth grade students enrolled in their second year of beginning band in a New Jersey elementary school. I created two measurement instruments: FRS, designed to gauge the breadth and depth of students’ familiarity with songs common to beginning band method books, and the Music Achievement Test (MAT) designed to measure aural-based music achievement in singing, playing by ear, and improvising on a familiar and unfamiliar song. In the first session, participants completed FRS by listening to songs common to beginning band books and completing a Likert-type survey on their familiarity with each song. Later, participants watched MAT through an interactive video which prompted them to complete eight musical subtests. I recorded all performances. Judges rated each performance with two rating scales. I analyzed the frequency of responses for each song and found “Hot Cross Buns,” “Jingle Bells,” “Pierrot,” “Lightly Row,” and “London Bridge” to be the most familiar songs. Through linear regressions, I analyzed the ability of FRS to predict MAT scores. I found a significant regression equation between FRS and its ability to predict FMAST scores and UMAIST scores. The current exploratory study contained many limitations which restricts its generalizability to other beginning band populations; however, six conclusions can be made. Familiarity with common beginning band repertoire as represented by a selection of 24 songs common to beginning band method books does not predict students’ achievement (a) singing an unfamiliar song, (b) demonstrating through singing improvisation based on a familiar song, (c) playing by ear a familiar or unfamiliar song, and (d) improvising on an instrument, whether improvising within the context of a familiar or unfamiliar song. Familiarity with common beginning band repertoire does predict students’ achievement (a) singing a familiar song and (b) demonstrating through singing improvisation based on an unfamiliar song.
Temple University--Theses
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Uritu, Doina. "A genetic algorithm for freight rail transport scheduling (FRTS)". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.

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Sono sempre di più le città alla ricerca di uno sviluppo sostenibile delle politiche e degli strumenti volti a garantire un’efficiente ed efficace mobilità urbana per passeggeri e merci. Oggigiorno, il veicolo maggiormente utilizzato per il trasporto merci è il camion, il quale influisce sull’aumento del traffico urbano, sul numero di incidenti e sull’emissione di sostanze inquinanti. In questo testo si propone un metodo alternativo per il trasporto della merce, utilizzando la rete ferroviaria urbana come soluzione potenziale per decrementare l’inquinamento atmosferico e per ridurre il flusso stradale spostandolo su quello ferroviario. Il problema trattato si chiama Freight Rail Transport Scheduling (FRTS), ovvero la pianificazione del trasporto della merce per ferrovia. Si tratta della condivisione comune della rete ferroviaria urbana per trasportare i passeggeri e la merce. In particolare, si tratta di assegnare le domande dei clienti a treni appartenenti ad una linea ferroviaria, dove ogni stazione può essere utilizzata come piattaforma per lo scarico/carico della merce. L’obiettivo è la minimizzazione del tempo totale d’attesa delle merci nelle stazioni per massimizzare il turnover della merce. Poiché il problema è di tipo NP-difficile, si propone un Algoritmo Genetico (AG) come metodo risolutivo. L’algoritmo è costituito da una lista di individui, identificati da una serie di domande ordinate in base alla priorità di assegnazione ai treni. La soluzione ricercata è una lista di treni a cui sono state assegnate le domane dei clienti. Gli operatori principali dell’algoritmo sono il crossover e la mutazione, i quali permettono di trovare la soluzione ottima o sub-ottima. In aggiunta, verrà presentato un caso pratico di implementazione dell’algoritmo per trasportare pacchi nella città di Parigi, utilizzando la linea 14 della metropolitana. Le emissioni di CO2 verranno poi calcolate e valutate per l’attuale e per l'alternativo modo di trasporto
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Lees, J. M. "Flexure of concrete beams pre-tensioned with aramid FRPs". Thesis, University of Cambridge, 1997. https://www.repository.cam.ac.uk/handle/1810/273030.

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Miraglia, Martina. "Comportamento fuori piano di pareti in muratura rinforzate con FRCM". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2016.

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Nella presente Tesi è affrontata l’analisi sperimentale e teorica del comportamento di pareti in muratura rinforzate con FRCM e sollecitate da azioni di taglio fuori piano. Lo schema statico adottato per i campioni sperimentati consiste in uno schema appoggio-appoggio, mentre le forze esterne di taglio sono state applicate secondo uno schema di carico a quattro punti. Durante il corso della prova, i pannelli murari sono inoltre stati soggetti ad un carico di precompressione verticale costante, che simula l’effetto della presenza del solaio in un edificio in muratura. Dopo una descrizione teorica delle principali caratteristiche dei materiali compositi e dei loro costituenti, all’interno della Tesi sono richiamati alcuni studi scientifici relativi al comportamento fuori piano di elementi strutturali rinforzati con FRCM. In seguito vengono presentati i materiali impiegati per la campagna sperimentale e le prove di caratterizzazione meccanica eseguite. Vengono poi riportati i risultati sperimentali delle prove a taglio fuori piano in termini di spostamenti, di deformazioni e di scorrimenti, affrontando infine un confronto tra i risultati ottenuti per i campioni esaminati e riportando alcune considerazioni circa la strumentazione impiegata. L’ultima parte della Tesi è dedicata all’analisi teorica delle pareti. Viene proposto un modello teorico per stimare la resistenza fornita dai muri rinforzati, ipotizzando tre possibili modalità di rottura: rottura a trazione della fibra, rottura per distacco tra FRCM e supporto in muratura e rottura per delaminazione interna. Infine, viene riportata la modellazione agli elementi finiti svolta mediante il codice di calcolo MidasFea, che consente di attribuire ai materiali legami costitutivi adeguati per la modellazione di strutture in muratura, cogliendone il comportamento non lineare e il progressivo danneggiamento.
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Hioe, Yunior. "Manufacturing Study of Nano-Enhanced Fiber Reinforced Polymeric Composites (FRPCs)". The Ohio State University, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=osu1275504088.

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Chabbouh, Ikram. "Fracs : un système de fragmentation et de distribution d'applications Web". Paris 6, 2007. http://www.theses.fr/2007PA066582.

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Le but de cette thèse est de proposer une solution efficace pour améliorer les performances des applications Web. Les systèmes d’accélération visent, en particulier, à résoudre ce problème. Le système que nous proposons s’appelle FRACS. L’idée centrale de FRACS est de fragmenter les applications Web, identifier les fragments réplicables, et les répliquer dynamiquement avec les tables de la base de données qu’ils accèdent, en vue de générer le contenu dynamique demandé au niveau du réseau. FRACS cache également le résultat d’exécution des fragments lorsque cela est possible pour accélérer la génération du contenu dynamique. FRACS a principalement quatre majeures contributions. D’abord, il fournit un module qui fragmente automatiquement le code des applications Web d’une manière statique. Les filtres représentent également une contribution intéressante de FRACS. En plus d’identifier le contenu généré d’une manière unique, les filtres permettent de déterminer les identificateurs des fragments nécessaires à la construction d’une page, même si l’URL exacte de cette page n’a pas été accédée. Une autre contribution de notre travail réside dans les protocoles de cohérence proposés pour les fragments de contenu cachés et les bases de données partiellement répliquées. Enfin contrairement aux CDNs existants, FRACS permet aux fournisseurs de contenu d’adapter les politiques de réplication du CDN aux besoins spécifiques de leurs applications, ainsi que de maîtriser leur utilisation des ressources du CDN.
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Gonzalez, Libreros Jaime Hernan. "Behavior of Rc Beams Strengthened in Shear with FRCM Composites". Doctoral thesis, Università degli studi di Padova, 2018. http://hdl.handle.net/11577/3423267.

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Interventions for strengthening, repairing, and upgrading of existing reinforced concrete (RC) structures are aimed to increase/restore their structural capacity to withstand flexural, shear, torsional, and axial loads. Reasons to carry out such interventions vary from the need to upgrade the structure to current guidelines, overcome design and construction mistakes, and allow an increment in load due to a change in use. In addition, unexpected overloading events, such as earthquakes, might damage the structure, reducing its original performance. The same behavior can be expected in the case of fire or lack of adequate maintenance. In the previous decades the use of fiber reinforced polymer (FRP) composites has gained worldwide popularity to carry out such interventions due to some of their properties such as high strength-to-weight ratio, ease of application, and good corrosion resistance. However, the use of organic resin matrix in FRP composites has been associated with some limitations of their use such as inability to apply onto wet surfaces, low resistance to relatively high temperatures, and difficulty to carry out post-earthquake assessment. For this reason, in recent years, an important research effort has been developed in order to study composites known as fiber reinforced cementitious matrix (FRCM) composites, in which the organic resin is replaced by an inorganic matrix. In this thesis, the behavior of RC beams strengthened in shear with externally bonded FRCM composites is studied. The first part of this thesis summarizes the state of research on the topic of shear strengthening of RC beams using externally bonded FRCM composites with the goal of serving as a reference point for the development of future research. A detailed bibliographical review of the literature on the shear strengthening of RC beams using FRCM composites is carried out, and the major findings and main aspects that should be addressed in future research are indicated. The collected experimental evidence shows that FRCM composites are able to increase the shear strength of RC beams, modifying in some cases the type of failure from shear to a flexural mode. Then, the results of an experimental campaign on shear strengthening of RC beams with externally bonded FRP and FRCM composites are presented. FRP and FRCM composites with two different fiber types are examined. Two different stirrup spacings were employed to investigate the internal-external shear reinforcement interaction. Considering the limited experimental evidence on the use of anchors for RC beams strengthened in shear with FRCM composites, the performance of FRCM strengthened beams with and without anchors is also compared. Results show that the effectiveness of the FRCM system depends on the spacing of theinternal shear reinforcement. In addition, internal-external shear reinforcement interaction was witnessed, but the intereaction appears to be less pronounced than in beams strengthened with FRP composites. Design models proposed to predict the contribution of the FRCM composite to the shear strength of RC beams are assessed using the database of experimental results collected and compiled by the author and the experimental results included in this thesis. Results show that the performance of the models is highly influenced by the type of failure mode attained by the strengthened beams. In addition, the use of the FRCM composite properties instead of the bare fiber mechanical characteristics does not result in an increase in the accuracy of the models. Strains measured by strain gauges mounted onto the internal (stirrups) and external (FRCM system) transverse reinforcement of the tested beams are used to compute the individual contributions of the concrete, steel, and fibers to the overall shear strength of the FRCM strengthened beams, and to study the possible interaction among them. It was found that the concrete contribution to the shear resistance starts to decrease after first cracking of the concrete is achieved. After this point, the stirrup and fiber contributions start to increase until the peak load is attained. Lastly, a new analytical model based on the bond behavior of the FRCM composites applied onto concrete substrates is introduced and discussed. Although additional tests are required to calibrate the model, initial results show that the assumptions and hypothesis used during its development are appropriate.
Gli interventi per il rafforzamento e la riparazione delle strutture esistenti in calcestruzzo armato mirano ad aumentare e ripristinare la loro capacità strutturale per resistere a carichi flessionali, a taglio, torsionali e assiali. I motivi per fare tali interventi variano dalla necessità di aggiornare la struttura alle linee guida attuali, superare gli errori di progettazione e costruzione e consentire un incremento del carico a causa di un cambiamento nell'uso. Inoltre, eventi di sovraccarico inaspettati, come terremoti, potrebbero danneggiare la struttura, riducendo le prestazioni originali. Lo stesso comportamento può essere previsto in caso d’incendio o mancanza di manutenzione adeguata. Nei decenni precedenti l'uso di compositi polimerici rinforzati con fibre (FRP) ha guadagnato popolarità in tutto il mondo per fare tali interventi a causa di alcune delle loro proprietà come il rapporto tra forza-peso, facilità di applicazione e buona resistenza alla corrosione. Tuttavia, l'uso della matrice di resina organica dei compositi FRP è stato associato ad alcune limitazioni del loro uso, come l'incapacità di applicare su superfici bagnate, bassa resistenza a temperature relativamente alte e difficoltà nella valutazione post-terremoto. Per questo motivo, negli ultimi anni, è stato sviluppato un importante sforzo di ricerca per lo studio di compositi noti come compositi a matrice cementizia fibrorinforzata (FRCM), in cui la resina organica viene sostituita da una matrice inorganica. In questa tesi, è studiato il comportamento de travi di calcestruzo armato rafforzate a taglio con compositi FRCM. La prima parte di questa tesi riassume lo stato della ricerca sul tema del rinforzo a taglio delle travi RC utilizzando compositi FRCM con legami esterni con l'obiettivo di servire come punto di riferimento per lo sviluppo della ricerca futura. Viene effettuata una revisione bibliografica dettagliata della letteratura sul rafforzamento a taglio delle travi utilizzando i compositi FRCM, e vengono indicati i principali risultati e gli aspetti principali che dovrebbero essere affrontati nelle ricerche future. Le prove sperimentali raccolte mostrano che i compositi FRCM sono in grado di aumentare la resistenza al taglio delle travi, modificando in alcuni casi il tipo di cedimento da taglio a una modalità a flessione. Quindi, sono presentati i risultati di una campagna sperimentale sul rinforzo a taglio di travi con compositi FRP e FRCM. Vengono esaminati i compositi FRP e FRCM con due diversi tipi di fibre. Sono state impiegate due diverse spaziature delle staffe per studiare l'interazione di rinforzo di taglio interno-esterno. Considerando le limitate prove sperimentali sull'uso di elementi di ancoraggio travi rinforzate a taglio con materiali compositi FRCM, viene anche confrontata la prestazione di travi rinforzate FRCM con e senza ancoraggi. I risultati mostrano che l'efficacia del sistema FRCM dipende dalla spaziatura del rinforzo del taglio interno. Inoltre, è stata osservata l'interazione di rinforzo di taglio interno-esterno, ma l'interazione sembra essere meno pronunciata rispetto alle travi rinforzate con compositi FRP. I modelli di progettazione proposti per prevedere il contributo del composito FRCM alla resistenza al taglio delle travi sono valutati utilizzando il database dei risultati sperimentali raccolti e compilati dall'autore e i risultati sperimentali inclusi in questa tesi. I risultati mostrano che le prestazioni dei modelli sono fortemente influenzate dal tipo di modalità di rottura raggiunta. Inoltre, l'uso delle proprietà dei compositi FRCM al posto delle caratteristiche meccaniche delle fibre non comporta un aumento dell'accuratezza dei modelli. Le deformazioni misurati dagli estensimetri montati sulle armature interne (staffe) e esterne (sistema FRCM) delle travi sottoposte a prova vengono utilizzati per calcolare i singoli contributi del calcestruzzo, dell'acciaio e delle fibre alla resistenza complessiva al taglio delle travi rinforzate con i compositi FRCM, e per studiare la possibile interazione tra loro. Si è costatato che il contributo concreto alla resistenza al taglio inizia a diminuire dopo il primo crollo del calcestruzzo. Dopo questo punto, i contributi della staffa e della fibra iniziano ad aumentare fino al raggiungimento del picco di carico. Infine, è introdotto e discusso un nuovo modello analitico basato sul comportamento del legame dei compositi FRCM applicati su substrati in calcestruzzo. Sebbene siano necessari successivi test per calibrare il modello, i risultati iniziali mostrano che le ipotesi utilizzate durante il suo sviluppo sono appropriate.
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Lenander, Daniel. "Parameters having significant impact on FRS matching". Thesis, Malmö högskola, Fakulteten för teknik och samhälle (TS), 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:mau:diva-20120.

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Facial Recognition Systems är något som har blivit populärt de senaste åren, speciellt efter den 11 september 2001. Möjligheten att kunna över-vaka personer som rör sig i olika miljöer har varit av intresse för bland annat regeringar, till exempel USA:s regering. Eftersom det finns mängder med olika typer av undersökningar och alla försöker göra så bra matchningar som möjligt av personer mot databaser, fast de utförs på olika sätt, är det intressant att se om det finns någon parameter som har en större påverkan på resultaten, oavsett om undersökningen görs med 2D, 3D eller en kombination av metoderna. Det finns många olika faktorer och parametrar som påverkar matchningsprocenten därför skall denna littera-turstudie försöka lokalisera och se om det finns någon parameter som har en större påverkan på matchningsprocenten. Det visar sig att två parametrar har en större påverkan än övriga parametrar. De är antalet bilder av varje objekt som finns att matcha i databasen och kvaliteten på indata vilket innebär kontrast och upplösning samt hur kompletta ansiktena är.
Facial Recognition Systems is something that has become popular in recent years, especially after 11 September 2001. The ability to monitor people that are moving in different environments has been of interest to particular governments, for instance the US government. Since there are a lot of different types of surveys, though performed in different ways, all trying to do the best matches of people to databases as possible, it is interesting to see if there is any parameter that has a major impact on the result. Whether the survey is done with 2D, 3D or a combination of methods, there are many different factors and parameters that affect the matching percentage. Therefore this study tries to locate and see if there is any parameter that has a greater impact on the matching percentage. It appears that two of the parameters have a greater effect on the result, than the others. These are the number of images of a test subject in the database and the quality of the input data. The quality is defined by contrast and resolution as well as how complete the faces are.
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De, Nigris Stefano. "Prove cicliche di trazione e aderenza su muretti in laterizio rinforzati con FRCM". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.

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Le tipologie di prova adottate durante i test condotti su campioni FRCM sono state essenzialmente due: prove di trazione e prove di aderenza, svolte impiegando due diverse modalità di applicazione del carico (caricamento monotono e/o ciclico) e due diverse tipologie di rinforzo (una in fibra di carbonio e una in fibra di vetro). Nel corso delle prove di trazione, i risultati migliori sono stati ottenuti per i rinforzi in fibra di carbonio con applicazione del carico di trazione monotona, quindi per la soluzione in cui si è utilizzata la fibra avente le caratteristiche meccaniche migliori; il comportamento di questi materiali è risultato tuttavia peculiare, in quanto lo strato di malta esterno ha mostrato spesso distacchi e perdita di adesione rispetto alla rete bidirezionale di rinforzo, rendendo difficoltosa la misura esterna della deformazione del composito. I rinforzi in fibra di vetro (GFRCM) hanno mostrato risultati inferiori in termini di tensione massima, in accordo con la tipologia di fibra impiegata, ma hanno evidenziato un comportamento caratterizzato si dall’apertura di fessure, ma maggiormente assimilabile ad una schematizzazione trilineare, senza fenomeni evidenti di distacco esterno della matrice prima della rottura. Dalla sperimentazione dei provini mediante prove di aderenza è emerso che, sia nel caso di prove monotone che cicliche, i provini rinforzati con GFRCM hanno mostrato un’efficienza maggiore. La rete in fibra di vetro ha mostrato una aderenza migliore all’interno della matrice cementizia, rispetto alla rete in fibra di carbonio, perché presenta uno speciale trattamento superficiale (appretto) che ne migliora la compatibilità e l’adesione al supporto. I rinforzi GFRCM testati hanno sfruttato al meglio le proprie caratteristiche meccaniche raggiungendo valori di carico maggiori (circa doppi) rispetto ai rinforzi CFRCM.
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Libros sobre el tema "FRCS"

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Siddiqui, Muhammad Rafay Sameem. Higher FRCS. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003221234.

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T, Willan Peter L., ed. Passing the FRCS. London: Butterworths, 1989.

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J, Chambers Timothy y Forsling Mary L, eds. Primary FRCS practice exams. Hemel Hempstead: Pastest Service, 1985.

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Gardner, D. L. Pathology for the Primary FRCS. London: Edward Arnold, 1986.

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Mudawi, Aiman, Mazhar Fuad, Shamsi Abdul Hameed y Mohd Al-Ateeq Al-Dosari, eds. Orthopedic Board and FRCS Examination. Cham: Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-54402-6.

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Barr, Lester C. 100 case histories for the FRCS. Edinburgh: Churchill Livingstone, 1989.

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A, Sylvester P. y Cheng K. S, eds. FRCS: MCQs in applied basic sciences. Oxford: Butterworth Heinemann, 1993.

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Wilson, A. A. FRCS general surgery: 500 SBAs and EMIs. London: JP Medical Publishers, 2013.

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Mauffrey, Cyril y David J. Hak, eds. Passport for the Orthopedic Boards and FRCS Examination. Paris: Springer Paris, 2015. http://dx.doi.org/10.1007/978-2-8178-0475-0.

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L, Forsling Mary, ed. FRCS MCQ practice exams in applied basic sciences. 2a ed. Knutsford: Pastest, 1993.

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Capítulos de libros sobre el tema "FRCS"

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Tzivanakis, Alexios y Brendan J. Moran. "Peritoneal Malignancy". En Higher FRCS, 142–48. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003221234-9.

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Hossain, Tanvir. "Trauma Surgery". En Higher FRCS, 182–90. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003221234-13.

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Baguneid, Mohamed, Hussien Rabee y Sulaiman Saif Salim Alshamsi. "Vascular Surgery". En Higher FRCS, 191–202. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003221234-14.

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Kipling, Mike y Jigna Sheth. "Paediatric Surgery". En Higher FRCS, 132–41. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003221234-8.

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Dent, Paul C. y Simon Chang-Hao Tsao. "Endocrine Surgery". En Higher FRCS, 62–69. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003221234-5.

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Belgaumkar, Ajay, Irena Stefanova, Nabeel Merali y Muhammad Fahim. "Hepato-Pancreatico-Biliary Surgery". En Higher FRCS, 70–109. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003221234-6.

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Royle, James, Peter Vaughan-Shaw, Nicholas T. Ventham, Golam Farook y Stephen Holtham. "Robotic Surgery". En Higher FRCS, 149–55. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003221234-10.

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Khan, Hamed Noor, Carol Norman y Rachel O’Connell. "Breast Surgery". En Higher FRCS, 9–19. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003221234-2.

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Sran, Kiran, Petrut Gogalniceanu y Kaushal Kundalia. "Transplant Surgery". En Higher FRCS, 162–81. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003221234-12.

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Soon, Yuen y Tanvir Hossain. "Oesophagogastric Surgery". En Higher FRCS, 110–31. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003221234-7.

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Actas de conferencias sobre el tema "FRCS"

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Salzer, Peter, Václav Hanušík y Kristína Krištofová. "Disposal of Non-Standard Radioactive Waste in the Mochovce L/ILW Repository". En ASME 2001 8th International Conference on Radioactive Waste Management and Environmental Remediation. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/icem2001-1188.

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Abstract Packages of the non-standard radioactive waste have been, in present conditions of the Slovak Republic, defined as packages intended to be dispose by the producer and originally not covered by “the limits and conditions” of the Mochovce near surface repository, particularly waste acceptance criteria concerning the form of waste. Wastes cemented directly (homogeneous) to standard concrete containers reinforced by metal fibres (FRCs) or conditioned into 2001 drums before (heterogeneous: drums are inserted into FRCs and the FRCs void spaces are filled by cement mortar) were originally the only acceptable radioactive waste form in Mochovce repository. However, there has been an intention to dispose another, so-called “non-standard” types of waste: large metal pieces of waste transported and placed directly into repository vaults (i.e. cut into dimensions of individual vault). Second types of non-standard waste have been: dewatered spent ion exchange resins and storage tanks bottom sludge in drums, inserted into FRC with subsequent backfilling by cement mortar. Third group of these is represented by incinerator ashes in drums inserted to FRC directly or after compaction, again with subsequent backfilling of FRCs void spaces. As an answer for this challenge, the ALARA approach has been applied for pre-disposal management optimization of large metal pieces of waste. Four examples of waste arising from the Slovak decommissioned plant A-1 have been evaluated for various options of its management. This step is predominant to achieve a decision concerning disposal of the latter kind of waste. Regarding the disposal of mentioned dewatered waste and incinerator ashes in FRC, a new model has been applied to the assessment of long-term behavior of source term in the repository safety analyses. The new approach is sensitive to the form of waste package on the contrary to the source term model applied heretofore.
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"Session: compact toroids. II. FRCs". En IEEE 1988 International Conference on Plasma Science. IEEE, 1988. http://dx.doi.org/10.1109/plasma.1988.132266.

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"Session: compact toroids. I. Spheromaks and FRCs". En IEEE 1988 International Conference on Plasma Science. IEEE, 1988. http://dx.doi.org/10.1109/plasma.1988.132257.

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Frese, Michael H., Sherry D. Frese, David J. Amdahl, James H. Degnan y Norman F. Roderick. "Modeling Liner Compression of FRCs: Obstacles and Advances". En 2006 IEEE International Conference on Megagauss Magnetic Field Generation and Related Topics (MEGAGAUSS). IEEE, 2006. http://dx.doi.org/10.1109/megaguss.2006.4530670.

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Ramos, I., Y. H. Park y J. Ulibarri-Sanchez. "Stress and Damage Analysis of Fiber-Reinforced Composite Pipe". En ASME 2018 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/pvp2018-84673.

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Composite materials are used in many environments due to their special properties such as high strength-to-weight ratio, corrosion resistance and the ability to be tailored to specific requirements. In particular, the use of fiber reinforced composites (FRCs) for pressure vessels/pipes has increased in structural applications such as fuel tanks, pipes, vessels, and rocket motor cases. Assessing failure conditions is important to ensure that these structures do not fail under their operating condition. In this study, an analytical procedure is developed to predict the fatigue behavior of FRC. A numerical model will also be developed and applied to failure analysis under internal pressure loading.
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Wang, X. D. y S. Gan. "Modelling and Analysis of Elastic Wave Propagation in FRCs". En Proceedings of the International Symposium on Plasticity and Impact (ISPI 2001). WORLD SCIENTIFIC, 2001. http://dx.doi.org/10.1142/9789812794536_0011.

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Yang, Chao-Tung, Chun-Pin Fu, Chien-Jung Huang y Ching-Hsien Hsu. "FRCS: A File Replication and Consistency Service in Data Grids". En 2008 International Conference on Multimedia and Ubiquitous Engineering (mue 2008). IEEE, 2008. http://dx.doi.org/10.1109/mue.2008.117.

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Sporer, Brendan, A. Shah, G. Dowhan, Trevor Smith, J. Chen, Stephen Slutz, Gabriel Shipley, N. Jordan y Ryan McBride. "Formation of High-Density FRCs on a Linear Transformer Driver." En Proposed for presentation at the APS DPP 2022 held October 17-21, 2022 in ,. US DOE, 2022. http://dx.doi.org/10.2172/2005525.

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Bystritskii, V., M. Anderson, M. Binderdauer, K. Conroy, E. Garate, H. Gota, Y. Mok et al. "Study of dense FRCs formation and their transport with multistage compression". En 2013 IEEE 40th International Conference on Plasma Sciences (ICOPS). IEEE, 2013. http://dx.doi.org/10.1109/plasma.2013.6633212.

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Frese, M. H., S. D. Frese y V. Makhin. "Computational determination of diagnostic signatures of deleterious effects in FRCs undergoing liner compression". En 2009 IEEE 36th International Conference on Plasma Science (ICOPS). IEEE, 2009. http://dx.doi.org/10.1109/plasma.2009.5227524.

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Informes sobre el tema "FRCS"

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Fight, Roger D., Bruce R. Hartsough y Peter Noordijk. Users guide for FRCS: fuel reduction cost simulator software. Portland, OR: U.S. Department of Agriculture, Forest Service, Pacific Northwest Research Station, 2006. http://dx.doi.org/10.2737/pnw-gtr-668.

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Gerhardt, S., E. V. Belova, M. Yamada, H. Ji, M. Inomoto, C. M. Jacobson, R. Maqueda, B. McGeehan y Y., Ren. Inductive Sustainment of Oblate FRCs with the Assistance of Magnetic Diffusion, Shaping and Finite-Lamor Radius Stabilization. Office of Scientific and Technical Information (OSTI), julio de 2008. http://dx.doi.org/10.2172/953702.

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Castleberry, Jerry, Shadya Maldonado Rosado, Carl Baker, Penny McKenzie, Anna Britton, Mark Watson, Kristine Arthur-Durett, Anna Lipton y Nicholas Thompson. Attack Scenarios Relating to Army Facility-Related Control Systems: Quantifying the Cost to Secure and Cost Savings of the Army’s FRCS Program. Office of Scientific and Technical Information (OSTI), enero de 2020. http://dx.doi.org/10.2172/1814569.

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van der Hammen, T. y A. B. Griffioen. Factsheet: Glass eel sampling (ELE-FRS-LNP, ELE-FRS-MPM. Stichting Wageningen Research, Centrum voor Visserijonderzoek (CVO), 2023. http://dx.doi.org/10.18174/634027.

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Eastman, Brittany. Legal Issues Facing Automated Vehicles, Facial Recognition, and Privacy Rights. SAE International, julio de 2022. http://dx.doi.org/10.4271/epr2022016.

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Facial recognition software (FRS) is a form of biometric security that detects a face, analyzes it, converts it to data, and then matches it with images in a database. This technology is currently being used in vehicles for safety and convenience features, such as detecting driver fatigue, ensuring ride share drivers are wearing a face covering, or unlocking the vehicle. Public transportation hubs can also use FRS to identify missing persons, intercept domestic terrorism, deter theft, and achieve other security initiatives. However, biometric data is sensitive and there are numerous remaining questions about how to implement and regulate FRS in a way that maximizes its safety and security potential while simultaneously ensuring individual’s right to privacy, data security, and technology-based equality. Legal Issues Facing Automated Vehicles, Facial Recognition, and Individual Rights seeks to highlight the benefits of using FRS in public and private transportation technology and addresses some of the legitimate concerns regarding its use by private corporations and government entities, including law enforcement, in public transportation hubs and traffic stops. Constitutional questions, including First, Forth, and Ninth Amendment issues, also remain unanswered. FRS is now a permanent part of transportation technology and society; with meaningful legislation and conscious engineering, it can make future transportation safer and more convenient.
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Krall, N. A. A program of FRC theory research. Office of Scientific and Technical Information (OSTI), mayo de 1990. http://dx.doi.org/10.2172/5147898.

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YANOCHKO, R. M. Fuel Retrieval System (FRS) Design Verification. Office of Scientific and Technical Information (OSTI), enero de 2000. http://dx.doi.org/10.2172/801159.

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Granot, David, Scott Holaday y Randy D. Allen. Enhancing Cotton Fiber Elongation and Cellulose Synthesis by Manipulating Fructokinase Activity. United States Department of Agriculture, 2008. http://dx.doi.org/10.32747/2008.7613878.bard.

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a. Objectives (a) Identification and characterization of the cotton fiber FRKs; (b) Generating transgenic cotton plants overproducing either substrate inhibited tomato FRK or tomato FRK without substrate inhibition; (c) Generating transgenic cotton plants with RNAi suppression of fiber expressed FRKs; (d) Generating Arabidopsis plants that over express FRK1, FRK2, or both genes, as additional means to assess the contribution of FRK to cellulose synthesis and biomass production. b. Background to the topic: Cellulose synthesis and fiber elongation are dependent on sugar metabolism. Previous results suggested that FRKs (fructokinase enzymes that specifically phosphorylate fructose) are major players in sugar metabolism and cellulose synthesis. We therefore hypothesized that increasing fructose phosphorylation may enhance fiber elongation and cellulose synthesis in cotton plants. Accordinlgy, the objectives of this research were: c. Major conclusions and achievements: Two cotton FRKs expressed in fibers, GhFRK2 and GhFRK3, were cloned and characterized. We found that GhFRK2 enzyme is located in the cytosol and GhFRK3 is located within plastids. Both enzymes enable growth on fructose (but not on glucose) of hexose kinase deficient yeast strain, confirming the fructokinase activity of the cloned genes. RNAi constructs with each gene were prepared and sent to the US collaborator to generate cotton plants with RNAi suppression of these genes. To examine the effect of FRKs using Arabidopsis plants we generated transgenic plants expressing either LeFRK1 or LeFRK2 at high level. No visible phenotype has been observed. Yet, plants expressing both genes simultaneously are being created and will be tested. To test our hypothesis that increasing fructose phosphorylation may enhance fiber cellulose synthesis, we generated twenty independent transgenic cotton plant lines overexpressing Lycopersicon (Le) FRK1. Transgene expression was high in leaves and moderate in developing fiber, but enhanced FRK activity in fibers was inconsistent between experiments. Some lines exhibited a 9-11% enhancement of fiber length or strength, but only one line tested had consistent improvement in fiber strength that correlated with elevated FRK activity in the fibers. However, in one experiment, seed cotton mass was improved in all transgenic lines and correlated with enhanced FRK activity in fibers. When greenhouse plants were subjected to severe drought during flowering and boll development, no genotypic differences in fiber quality were noted. Seed cotton mass was improved for two transgenic lines but did not correlate with fiber FRK activity. We conclude that LeFRK1 over-expression in fibers has only a small effect on fiber quality, and any positive effects depend on optimum conditions. The improvement in productivity for greenhouse plants may have been due to better structural development of the water-conducting tissue (xylem) of the stem, since stem diameters were larger for some lines and the activity of FRK in the outer xylem greater than observed for wild-type plants. We are testing this idea and developing other transgenic cotton plants to understand the roles of FRK in fiber and xylem development. We see the potential to develop a cotton plant with improved stem strength and productivity under drought for windy, semi-arid regions where cotton is grown. d. Implications, scientific and agricultural: FRKs are probably bottle neck enzymes for biomass and wood synthesis and their increased expression has the potential to enhance wood and biomass production, not only in cotton plants but also in other feed and energy renewable plants.
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Jabet, Carole y Cécile Petitgand. Propositions de principes directeurs : Concilier l'acceptabilité sociale active à l'utilisation secondaire des renseignements personnels sur la santé. Observatoire international sur les impacts sociétaux de l’intelligence artificielle et du numérique, septiembre de 2022. http://dx.doi.org/10.61737/yogf7213.

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Dans la cadre de l’initiative Accès aux données de la Table nationale des directeurs de la recherche (TNDR), coordonnée par le Centre de recherche du CHUM (CR-CHUM) et le Fonds de recherche du Québec – Santé (FRQS), l’OBVIA a activement contribué, depuis mai 2021, aux travaux développés au sein du groupe de travail dédié à l’acceptabilité sociale de l’accès et de l’utilisation des données de santé réunissant aux cotés d’une dizaine de partenaires et d’experts au Québec et à l’international. Parmi les travaux issus de ces concertations, ont été élaborés des principes directeurs visant à guider les individus et organisations dans l’adoption de bonnes pratiques pour informer et engager les citoyens dans les projets fondés sur la collecte et la valorisation des données en santé et services sociaux. Le présent document est une réalisation de l’OBVIA en collaboration avec le Groupe de travail sous la responsabilité de Carole Jabet et Cécile Petitgand (FRQS).
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van der Hammen, T. y O. A. van Keeken. FACTSHEET: Auction sampling eel (ELE-FRS-MIS). Stichting Wageningen Research, Centrum voor Visserijonderzoek (CVO), 2023. http://dx.doi.org/10.18174/634022.

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