Дисертації з теми "DOM dynamic"
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Firlová, Jana. "Ajax - aktivní JavaScript komunikující v XML." Master's thesis, Vysoké učení technické v Brně. Fakulta informačních technologií, 2008. http://www.nusl.cz/ntk/nusl-235895.
Повний текст джерелаQaddoura, Fareed. "Dynamic Website and Data Engine Generators for Distributed Enterprise/Business Architectures." ScholarWorks@UNO, 2004. http://scholarworks.uno.edu/td/195.
Повний текст джерелаSiau, Nor Zainah. "A teachable semi-automatic web information extraction system based on evolved regular expression patterns." Thesis, Loughborough University, 2014. https://dspace.lboro.ac.uk/2134/14687.
Повний текст джерелаFaleiros, Mariana Veneziano. "Urbaniza??o Dispersa, grandes equipamentos e impactos urbanos: o caso do Parque Dom Pedro Shopping." Pontif?cia Universidade Cat?lica de Campinas, 2010. http://tede.bibliotecadigital.puc-campinas.edu.br:8080/jspui/handle/tede/82.
Повний текст джерелаThis final paper analyses the urban impact caused after the Parque Dom Pedro Shopping implantation, in Campinas city, especially at his surrounding area. One of the main factors that characterize the enterprise is his regional insertion, since it is located far from consolidated urban fabric, and near to an area connected to many highways, such as Dom Pedro I e Anhanguera. It allows easy access to the equipment by the cities of Campinas Metropolitan Region, and, besides, connects it with inner and outer points of the city. The location factor results in a growing quest for big areas with these characteristics, to build large equipments, since regional roads increase value to the surrounding areas. The insertion of great enterprises, near to these roads, results even more increased value, and the consequent development of the surrounding areas. This urban occupation patterns are typical of the dispersed urbanization process, verified at Campinas, which study is the base for the understanding of the changes occurred at the shopping around areas, after its implantation, and will be the starting point of this paper.
Este trabalho analisa os impactos ocasionados pela implanta??o do Parque Dom Pedro Shopping, na cidade de Campinas, sobretudo no que diz respeito ?s suas ?reas envolt?rias. Um dos principais fatores que caracterizam o empreendimento ? a sua inser??o regional, uma vez que ele se situa distante do tecido urbano consolidado da cidade, em uma ?rea conectada por diversas rodovias, entre as quais, as Rodovias Dom Pedro I e Anhanguera. Ambas permitem um f?cil acesso ao empreendimento, a partir de munic?pios localizados na Regi?o Metropolitana de Campinas, al?m de estabelecer conex?es com pontos intra e inter municipais. ? cada vez mais freq?ente a procura por uma ?rea com tais caracter?sticas para a instala??o de equipamentos de grande porte, j? que as vias regionais s?o importantes elementos na atra??o da expans?o urbana, valorizando suas ?reas envolt?rias. A implanta??o de grandes empreendimentos, pr?ximos a essas vias, resultam em mais valoriza??o e conseq?ente desenvolvimento urbano do entorno. Esse padr?o de ocupa??o urbana ? t?pico do processo de urbaniza??o dispersa verificado no munic?pio de Campinas, cujo estudo ? a base fundamental para a compreens?o das transforma??es ocorridas nas ?reas envolt?rias ao Parque Dom Pedro Shopping, ap?s sua implanta??o, e ser? ponto de partida desta pesquisa. ..
Langer, André Anders Jörg. "Evaluierung von AJAX-basierten frameworks für das Web 2.0." [S.l. : s.n.], 2007.
Знайти повний текст джерелаBowen, Susan. "Biologically relevant characteristics of dissolved organic carbon (DOC) from soil." Thesis, University of Stirling, 2006. http://hdl.handle.net/1893/115.
Повний текст джерелаGoodman, Keli J. "The Effect of In-Line Lakes on Dissolved Organic Matter Dynamics in Mountain Streams." DigitalCommons@USU, 2010. https://digitalcommons.usu.edu/etd/702.
Повний текст джерелаCull, Selby C. "Dynamic digital Mars /." Amherst, Mass. : [s.n.], 2005. http://ddm.geo.umass.edu/ddm-marsmin/.
Повний текст джерелаTypescript. Also available on the World Wide Web. Includes bibliographical references.
Langer, André. "Evaluierung von AJAX-basierten frameworks für das Web 2.0." Thesis, Universitätsbibliothek Chemnitz, 2007. http://nbn-resolving.de/urn:nbn:de:swb:ch1-200700484.
Повний текст джерелаPacker, Brian Noel. "Mercury and Dissolved Organic Matter Dynamics During Snowmelt in a Montane Watershed, Provo River, Utah." BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/7427.
Повний текст джерелаShang, Shen. "Bacterial Dynamics in Lake Biwa: from the viewpoints of the interaction with dissolved organic matter and viruses." Doctoral thesis, Kyoto University, 2020. http://hdl.handle.net/2433/253265.
Повний текст джерела0048
新制・課程博士
博士(工学)
甲第22429号
工博第4690号
新制||工||1732(附属図書館)
京都大学大学院工学研究科都市環境工学専攻
(主査)教授 清水 芳久, 教授 田中 宏明, 教授 米田 稔
学位規則第4条第1項該当
Doctor of Philosophy (Engineering)
Kyoto University
DGAM
Yilmazturk, Sema Melek. "Three Dimensional Dynamic Response Of A Concrete Gravity Dam." Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615455/index.pdf.
Повний текст джерелаMadhavan, Karunagaran. "Managing pollutant dynamics in a lake of varying size: a case study of Warragamba dam, Sydney, Australia." Thesis, The University of Sydney, 2015. http://hdl.handle.net/2123/13704.
Повний текст джерелаEidlert, Fredrik. "Messaging and positioning in a dynamic TETRA environment." Thesis, KTH, Kommunikationssystem, CoS, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-91498.
Повний текст джерелаAvancerad kommunikation med funktioner såsom röstsamtal, dataöverföring samt meddelandetjänster kräver ofta en infrastruktur med basstationer, servrar etcetera. TETRA-tekniken erbjuder sådan kommunikation, inte bara i TMO (infrastrukturbaserade nätverk), utan även i DMO där alla noder kommunicerar direkt (eller via en repeater) med varandra. Detta examensarbete undersöker hanteringen av meddelanden (framförallt korta meddelanden) i ett dynamiskt multilänkat TETRA nätverk. Det som behandlas är vilken typ av meddelande som bör användas samt hur man väljer väg. De meddelanden som hanteras är klartextmeddelanden, status samt GPS positionsmeddelanden. Den lösning som tagits fram är implementerad som en del i ISIS programvaran (som är utvecklad av Know IT Dataunit). Multilänkdelen kunde inte testas, därför gjordes aldrig någon implementering eller utvärdering. Utvärderingen av implementeringen som hanterar sändning och mottagning av meddelanden visar att den föreslagna lösningen uppfyller de krav man kan ställa på en sådan produkt. Under ett fyra dagar långt test skickades meddelanden (korta textmeddelanden samt positioneringsmeddelanden) medan ett normalt antal röstsamtal pågick, utan någon förlust av paket.
Alsuleimanagha, Zaid, and Jing Liang. "Dynamic analysis of the Baozhusi dam using FEM." Thesis, KTH, Mark- och vattenteknik (flyttat 20130630), 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-171817.
Повний текст джерелаUlgen, Deniz. "Dynamic Response And Permanent Displacement Analysis Of Akkopru Dam." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/2/1260461/index.pdf.
Повний текст джерелаprü
Dam under earthquake motions is analyzed and the permanent displacements are evaluated. Initially, the critical slip surface of the dam and the corresponding yield acceleration are determined by using the computer program SLOPE. Then, by employing the finite element program SAP2000, static analyses are performed to obtain the mean effective stresses which are used in the determination of dynamic material properties of the dam. Four different scenario earthquakes having a magnitude of 7 are used in the dynamic analyses. Two of those scenarios are taken from European Strong Motion Database and the others are generated by XS artificial earthquake generation program prepared by Erdik (1992). Dynamic analyses of the dam are carried out by the finite element program TELDYN. Permanent displacements of the critical slip surface are calculated by utilizing the Newmark method. Consequently, for an earthquake having a magnitude of M=7 and a peak ground acceleration of 0.20g, the maximum permanent displacement of the dam is found to be 15.90 cm. Furthermore, the permanent displacements of the dam are calculated under base motions having different peak ground acceleration values and it is observed that the rate of increase in the amount of permanent displacements is greater than the increase in the amount of peak ground accelerations.
Charatpangoon, Bhuddarak. "SEISMIC SAFETY EVALUATION OF EARTH DAM AND POSSIBLE REHABILITATION METHODS." 京都大学 (Kyoto University), 2014. http://hdl.handle.net/2433/192169.
Повний текст джерелаVadluga, Vaidas. "Simulation of dynamic deformation and fracture behaviour of heterogeneous structures by discrete element method." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2008. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2008~D_20080213_082157-83281.
Повний текст джерелаTyrimų sritis ir darbo aktualumas. Kuriant modernias ��vairios paskirties mechanines sistemas, technologijas ir įrangą, svarbiomis tampa jas sudarančios medžiagos. Savaime suprantama, kad žinomos ir naujai kuriamos medžiagos dabar kur kas išsamiau nagrinėjamos daugelyje mokslo šakų, įskaitant ir me-džiagų mechaniką. Visos medžiagos mezo- ir mikrostruktūros požiūriu yra ne-vienalytės. Jų mikroskopinės savybės skirtingos, lyginant su įprastu kontinuu-mu. Medžiagų savybėms tirti dažniausiai taikomi eksperimentiniai metodai. Eksperimentiniais metodais ištirti medžiagos struktūras ir jose vykstančius procesus ir įvertinti tam tikras jų savybes labai brangu. Tai viena priežasčių, kodėl skaitinis modeliavimas tampa realia tyrimų alternatyva. Skaitinį eksperi-mentą galima kartoti daug kartų, valdant bandinio parametrus, išlaikant tas pa-čias sąlygas, ir stebėti reiškiniui būdingus rodiklius visame tūryje. Šiuolaikiniai modeliavimo metodai yra kompleksiniai. Jie jungia fenome-nologines ir statistines idėjas, o matematiniai modeliai sudaromi taikant konti-nuumo mechanikos ir jų diskrečiųjų modelių bei molekulinės dinamikos pri-klausomybes. Diskrečiųjų elementų metodas (DEM) taip pat priskiriamas šiuo-laikinių metodų kategorijai. Jis skirtas kontaktuojančių dalelių sistemų dinami-niam modeliavimui. Kintanti dalelių sistemos topologija – būdingas metodo požymis. Pastaruoju metu DEM jau taikomas kontinuumui modeliuoti ir praktikoje aktualiems irimo uždaviniams spręsti. Reikia pastebėti... [toliau žr. visą tekstą]
Almgren, Björn. "Dynamic load modulation." Thesis, University of Gävle, Department of Technology and Built Environment, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-702.
Повний текст джерелаThe purpose of this master thesis was to study if the drain efficiency of power amplifiers can be maintained at power back off using a technique called load modulation.
The amplifier classes studied are E, F and D-1. The target figure was to obtain a 10 to 12 dB dynamic range of amplitude with reasonable efficiency. Studies of power amplifiers have been made to understand how power is generated. Several different load modulation networks have been evaluated. Attempts to derive design equations for the modulation networks have also been done.
The thesis work was carried out with simulations in ADS 2006. As active devices commercially available bare-die transistor models have been used. The power rating of the dies are 15 W.
A dynamic range of amplitude of over 15 dB has been achieved with drain efficiency greater than 60 percent. The peak output power is in the 40 – 45 dBm range.
Abbaspour-Fard, Mohammad Hossein. "Discrete element modelling of the dynamic behaviour of non-spherical particulate materials." Thesis, University of Newcastle Upon Tyne, 2000. http://hdl.handle.net/10443/970.
Повний текст джерелаKarsäter, Alexander. "”Vi och dom” : ett fenomen i utlandsstyrkan?" Thesis, Swedish National Defence College, Swedish National Defence College, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:fhs:diva-811.
Повний текст джерелаEn framgångsfaktor vid internationell tjänst är att samspelet mellan samtliga enheter fungerar friktionsfritt. Detta underlättas om samtliga enheter känner varandra innan rotation till missionsområdet. I framtiden kommer hela förband som har kontraktsanställda soldater rotera ner, dock innehar inteförbanden samtliga funktioner för att lösa alla arbetsuppgifter i missionsområdet. Vid dessa fall lånar man in enheter från andra förband. Inlåningar kan skapa friktioner mellan enheterna. Detta är en fallstudie utav KS14, där man valde att förstärka styrkan med enheter som innehade kompetens inom specialområden. Syftet med denna studie är att skapa en förståelse varför det uppstod friktioner inom KS14 när den förstärktes med en ny enhet. Frågeställningarna är följande: Varför blev det motsättningar mellan KS14 och förstärkningsstyrkan? Hur motsättningar tog sig uttryck? Hur kan dessa motsättningar förklaras? För att besvara frågorna har intervjuer gjorts med tre personer som var med i KS14. Undersökningen visar att det uppstod ett ”vi- och dom” känsla mellan KS14 och den förstärkande enheten. Skälen till detta var dels bristen på kommunikation vad det gäller information om den nya enheten och dels att KS14 hade en historia tillsammans. Dessa motsättningar togs i uttryck genom att man vanhedrade minnestavlan, kom på nedvärderande slogans samt ignorerade förstärkningsstyrkan. Detta berodde på bristen av kommunikation, information och öppenhet mellan de bägge parterna.
A success factor in service abroad is the interplay between all the units work smoothly.This is made easier if all the units know each other before rotating to the area of operation. In future, all units have contracted soldiers rotate down, however, they do not hold all the abilities to solve all tasks in the area of operations. In these cases, it borrows in units from other battalions. These attachments may create frictions between the units. This is a case study out of KS14, which chose to reinforce the contingent with a unit with expertise in specialized areas. The purpose of this study is to create an understanding why there was friction within KS14 when it was reinforced with a new unit. The questions are: Why were there differences between KS14 and reinforcing unit? How the frictions expressed? How do you explain these frictions? To answer these questions interviews have been made with three people who were with the KS14. The study shows that there was an "us and them" feeling between KS14 and the reinforcing unit. The reasons for this were the lack of communication when it comes to information on there inforcing unit and that KS14 already had a history to gether. These frictions were reflected in by disgraced the plaque, came in disparaging slogans and ignored the reinforcing unit. This was due to the lack of communication, information and openness between the two parties.
Wyburn, Edward Ross. "The Dynamics of Rod-like Intruders in Sheared Granular Flow." Thesis, University of Sydney, 2020. https://hdl.handle.net/2123/23276.
Повний текст джерелаCOLLANTES, FRANK CHRISTOPHER PEREZ. "DYNAMIC BEHAVIOR OF A TAILING DAM WITH SEISMIC HAZARD CONSIDERATIONS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2013. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=23913@1.
Повний текст джерелаCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
PROGRAMA DE EXCELENCIA ACADEMICA
Sismos são considerados um dos desastres naturais mais catastróficos devido ao seu imenso potencial destrutivo, à extensão dos seus efeitos e pela sua súbita e inesperada ocorrência, podendo desencadear sérias consequencias como deslizamentos de encostas, liquefação de solos, corrida de detritos, etc. O estudo da estimativa da ameaça sísmica é de grande importância na engenharia geotécnica, principalmente em obras especiais como barragens, dos pontos de vista sócio econômico, ambiental e de segurança. Análises sísmicas destas geoestruturas mesmo em zonas de baixa sismicidade, como no Brasil, devem ser consideradas como consequência natural de uma boa prática de projeto, pois tais instalações precisam manter-se seguras e em funcionamento durante a sua vida útil, visando à segurança e bem estar da população em geral. A motivação principal da presente dissertação é reunir informações e apresentar métodos de estudo de ameaça sísmica e da resposta dinâmica de obras de terra. Um sistema de contenção de rejeitos de bauxita localizado na Jamaica, em zona de alta atividade sísmica, é analisado procurando-se estabelecer as características fundamentais do terremoto de projeto a partir de uma análise probabilística de ameaça sísmica regional. A estabilidade dos taludes do dique de contenção, bem como os deslocamentos permanentes provocados pelo sismo, são estimados por metodologias simples (método de estabilidade pseudo-estático, método de Newmark) e soluções mais complexas baseadas no método dos elementos finitos.
Earthquakes are considered one of the most catastrophic natural disasters due to its immense destructive potential, the extent of its effects and its sudden and unexpected occurrence, which can trigger serious consequences such as landslides, soil liquefaction, debris flow, etc. The study of seismic hazard is of great importance in geotechnical engineering, especially in cases involving special structures such as earth dams, under the socio-economic, environmental and security points of view. Seismic analysis of such special structures, even in areas of low seismicity as in Brazil, should be considered as a natural consequence of good design practice, since these facilities do need to remain safe and operational during their entire lifetime. The main motivation of this dissertation is to gather information and to present and discuss methods for the estimate of the seismic hazard and evaluation of the dynamic response of earth works. A tailings dam system located in Jamaica, within an area of high seismic activity, is analyzed in this dissertation, with the objective to establish the fundamental characteristics of the earthquake design from a probabilistic analysis of the regional seismic hazard. The slope stability of the dike and the permanent displacements caused by the earthquake are estimated by simple methods (pseudo-static stability method, Newmark method) and more complex solutions based on the finite element method.
Lowery, Kristen Mary. "Dynamic Analysis of an Inflatable Dam Subjected to a Flood." Thesis, Virginia Tech, 1997. http://hdl.handle.net/10919/35802.
Повний текст джерела
An ABAQUS finite element model was used to determine the dynamic structural response of the dam. The problem was solved in the time domain which allows the prediction of a number of transient phenomena such as the generation of upstream advancing waves, and dynamic structural collapse. Stresses in the dam material were monitored to determine when rupture occurs. An iterative study was performed to find the service envelope of the dam in terms of the internal pressure and the flood Froude number for two flood depths. It was found that the driving parameter governing failure of the dam was the internal pressure. If this pressure is too low, the dam overflows; if this pressure is too high, the dam ruptures. The fully nonlinear free-surface flow over a semi-circular bottom obstruction was studied numerically in two dimensions using a similar solution formulation as that used in the previous study. A parametric study was performed for a range of values of the depth-based Froude number up to 2.5 and non-dimensional obstacle heights up to 0.9. When wave breaking does not occur, three distinct flow regimes were identified: subcritical, transcritical and supercritical. When breaking occurs it may be of any type: spilling, plunging or surging. In addition, for values of the Froude number close to 1, the upstream solitary waves break. A systematic study was undertaken, to define the boundaries of each type of breaking and non-breaking pattern, and to determine the drag and lift coefficients, free surface profile characteristics and transient behavior.
Master of Science
Massie, Mason(Massie R. ). "Design architecture for dynamic low inertia multi DOF robotic manipulators." Thesis, Massachusetts Institute of Technology, 2020. https://hdl.handle.net/1721.1/127904.
Повний текст джерелаCataloged from the official PDF of thesis.
Includes bibliographical references (page 60).
This thesis is intended as a background for robotic designers interested in creating low inertia, high bandwidth, multi DOF robotic arms and hands capable of proprioceptive force feedback from the world. This thesis briefly outlines the physics that govern the dynamics of robotic manipulators. It further covers various actuators and transmissions along with their dynamic and mechanical properties. Finally, this thesis covers overall robotic arm and hand architecture; where degrees of freedom can be placed and how actuators can be mounted and transmitted.
by Mason Massie.
S.B.
S.B. Massachusetts Institute of Technology, Department of Mechanical Engineering
Wessling, Albin. "Towards Discrete Element Modelling of Rock Drilling." Licentiate thesis, Luleå tekniska universitet, Material- och solidmekanik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-83911.
Повний текст джерелаHagström, Patrik. "Determination of dry density in tailings with a Dynamic Cone Penetrometer :." Thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-66993.
Повний текст джерелаTongur, Can. "Seasonal Adjustment and Dynamic Linear Models." Doctoral thesis, Stockholms universitet, Statistiska institutionen, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:su:diva-89496.
Повний текст джерелаAt the time of doctoral defence the following papers were unpublished and had a status as follows: Paper 3: Manuscript; Paper 4: Manuscripts
Semones, Molly Catherine. "Dynamics in the reactivity and photochemical production of hydroxyl radical in treated wastewater effluent and aquatic dissolved organic matter." The Ohio State University, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1482849720513842.
Повний текст джерелаChen, Rui. "Dynamic optimal control for distress large financial networks and Mean field systems with jumps Optimal connectivity for a large financial network Mean Field BSDEs and Global Dynamic Risk Measures." Thesis, Paris Sciences et Lettres (ComUE), 2019. https://portail.bu.dauphine.fr/fileviewer/index.php?doc=2019PSLED042.
Повний текст джерелаThis thesis presents models and methodologies to understand the control of systemic risk in large systems. We propose two approaches. The first one is structural : a financial system is represented as a network of institutions. They have strategic interactions as well as direct interactions through linkages in a contagion process. The novelty of our approach is that these two types of interactions are intertwined themselves and we propose new notions of equilibria for such games and analyze the systemic risk emerging in equilibrium. The second approach is a reduced form.We model the dynamics of regulatory capital using a mean field operator : required capital depends on the standalone risk but also on the evolution of the capital of all other banks in the system. In this model, required capital is a dynamic risk measure and is represented as a the solution of a mean-field BDSE with jumps. We show a novel dual representation theorem. In the context of meanfield BSDEs the representation gives yield to a stochastic discount factor and a worst-case probability measure that encompasses the overall interactions in the system. We also solve the optimal stopping problem of dynamic risk measure by connecting it to the solution of reflected meanfield BSDE with jumps. Finally, We provide a comprehensive model for the order book dynamics and optimal Market making strategy appeared in liquidity risk problems
Bramsäter, Jenny, and Kajsa Lundgren. "Study on the Dynamic Control of Dam Operating Water Levels of Yayangshan Dam in Flood Season." Thesis, KTH, Industriell ekologi, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174877.
Повний текст джерелаAmaya, Jorge. "Simulation instationnaire du couplage entre la convection, la conduction et le rayonnement sur des architectures parallèles pour des applications en combustion." Phd thesis, Institut National Polytechnique de Toulouse - INPT, 2010. http://tel.archives-ouvertes.fr/tel-00554889.
Повний текст джерелаVrbka, Marek. "Dynamická karta rozpočtového ukazatele rodinného domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240123.
Повний текст джерелаCavaliere, Emily Homann Peter S. "Elwha River sediments : phosphorus dynamics under diverse environmental conditions /." Online version, 2010. http://content.wwu.edu/cdm4/item_viewer.php?CISOROOT=/theses&CISOPTR=344&CISOBOX=1&REC=18.
Повний текст джерелаFAJARDO, RAUL IVAN CONTRERAS. "NUMERICAL PREDICTION OF THE DYNAMIC BEHAVIOR OF BREAPAMPA DAM IN PERU." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2014. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=25017@1.
Повний текст джерелаCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
PROGRAMA DE EXCELENCIA ACADEMICA
Esta pesquisa investiga o comportamento sísmico da barragem de terra de Breapampa, situada no Peru em zona de atividade sísmica. A previsão numérica é feita com auxílio do programa computacional FLAC 2D v.7, baseado no método das diferenças finitas. É simulada a construção incremental da barragem, a elevação gradual do nível d água do reservatório durante a etapa do primeiro enchimento do reservatório, é estabelecida a posição da linha freática em regime de fluxo permanente e são calculados os fatores de segurança estático da estabilidade dos taludes nas condições de final da construção e após o primeiro enchimento do reservatório. A simulação do comportamento sísmico da barragem é feita em seguida, discutindo-se vários e importantes aspectos que devem ser considerados para uma correta análise como a seleção do terremoto de projeto, a filtragem de altas frequências para minimizar o número de elementos da malha, a introdução de condições de contorno silenciosas, a escolha de modelos constitutivos incluindo a incorporação de amortecimento histerético, entre outros pontos. A resposta sísmica da barragem, nas condições de reservatório vazio e reservatório cheio, foi obtida em termos de deslocamentos permanentes, história de deslocamentos, amplificações da aceleração horizontal, desenvolvimento de poropressões no corpo da barragem e potencial de ruptura cíclica no material do núcleo.
This research investigates the seismic behavior of the Breapampa earth dam, situated in Peru within a seismic activity zone. The numerical prediction is carried out using the computer program FLAC 2D v.7, based on the finite difference method. it is simulated the incremental construction of the dam, the gradual raise of the water level during the stage of reservoir impounding, the establishment of the phreatic line under steady state flow and the determination of safety factor for the stability of the soil slopes considering both conditions of after construction and after reservoir impounding. The modeling of the seismic behavior of the dam is then made with detailed discussion of several important aspects for a correct analysis such as the selection of the design earthquake, the filtering of high frequencies in order to minimize the number of elements in the mesh, the introduction of silent boundaries, the choice of proper constitutive soil models including the representation of hysteretic damping, among others points. The seismic response of the dam, under the conditions of full and empty reservoir, was obtained in terms of permanent displacements, displacement history, amplifications horizontal acceleration amplification, porepressure distribution and potential of cyclic failure in the saturated material of the core of the dam.
Ridley, Luke McDonald. "Study of dissolved organic matter in peatlands : molecular characterisation of a dynamic carbon reservoir." Thesis, University of Edinburgh, 2014. http://hdl.handle.net/1842/9772.
Повний текст джерелаWinker, Henning. "Post-impoundment population dynamics of non-native common carp Cyprinus Carpio in relation to two large native cyprinids in Lake Gariep, South Africa." Thesis, Rhodes University, 2011. http://hdl.handle.net/10962/d1005156.
Повний текст джерелаRoy, Amber Joyce. "Dynamic Grid-Based Data Distribution Management in Large Scale Distributed Simulations." Thesis, University of North Texas, 2000. https://digital.library.unt.edu/ark:/67531/metadc2699/.
Повний текст джерелаBarnes, Andrew Charles. "Development of a Wire Bonding Process for Microsystems Fabricated From Polyvinyl Acetate - Nanocomposite." Case Western Reserve University School of Graduate Studies / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=case1302118642.
Повний текст джерелаMarques, Beatriz Leal. "Efeito do Dynamic Tape na redução dos efeitos da sensação retardada de desconforto muscular." Bachelor's thesis, [s.n.], 2017. http://hdl.handle.net/10284/6256.
Повний текст джерелаObjetivo: Verificar de que forma a utilização do Dynamic Tape no quadricípite após um exercício de dano muscular (EDM) contribuiria para a redução da sintomatologia associada à SRDM. Metodologia: Dezassete participantes do sexo masculino foram submetidos a um exercício de dano muscular (EDM) de modo a induzir a SRDM. Posteriormente foram, aleatoriamente distribuídos em dois grupos: controlo, sem Dynamic Tape (SDT) e um grupo com Dynamic Tape (DT), com uma aplicação a nível do grupo extensor. Todos os indivíduos foram avaliados antes (pré) e após (0h, 24h, 48h e 72h) o EDM, avaliando-se a capacidade funcional, dor, força muscular e limiar de dor à pressão em quatro pontos do quadricípite. Resultados: O protocolo de EDM induziu SRDM. Verificaram-se diferenças estatisticamente significativas, entre os dois grupos, na avaliação da força e potência do quadricípite aos 300º/s, evidenciando-se diferenças significativas às 24, 48 e 72h após o EDM. Na potência verificaram-se diferenças significativas entre os grupos após 48h e 72h do EDM. Obtiveram-se diferenças estatisticamente significativas entre os grupos no tempo de aceleração dos isquiotibiais a 300º/s 48 e 72h após o EDM. Conclusão: A aplicação do Dynamic Tape, produziu ligeiros efeitos na redução da SRDM.
Objective: Verify how the use of Dynamic Tape in the quadriceps after a muscle damage exercise (MDE) may contribute to the symptoms associated with Delayed Onset Muscle Soreness (DOMS). Methodology: Seventeen male participants underwent a MDE in order to induce DOMS. Subsequently, they were randomly distributed in two groups: control, without Dynamic Tape (SDT), and a group with Dynamic Tape (DT) with an application on the extensor group. All subjects were evaluated before (pré) and after (0h, 24h, 48h and 72h) the EDM. It was evaluated the functional capacity, pain, muscle strength and pressure threshold on four points of the quadriceps. Results: The EDM protocol induced DOMS. There were statistically significant differences between the groups in the assessment of strength and potency of the quadriceps at 300º/s, 24, 48 and 72 hours after the EDM. Potency wise there were significant differences between groups after 48h and 72h of the EDM. Statistically significant differences were obtained between the groups regarding hamstring acceleration time at 300º/s, 48 and 72h after the EDM. Conclusion: The application of Dynamic Tape lightly reduced DOMS.
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Stalions, Eric Wesley. "Dynamic Criteria Mapping: A Study of the Rhetorical Values of Placement Evaluators." Bowling Green, Ohio : Bowling Green State University, 2007. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=bgsu1182262492.
Повний текст джерелаKellerman, Anne Marie. "Molecular-level dissolved organic matter dynamics in lakes : Constraints on reactivity and persistence." Doctoral thesis, Uppsala universitet, Limnologi, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-248671.
Повний текст джерелаAssem, Ali. "Vibrations mécaniques et non linéaires : théorie de l'index pour des systèmes gyroscopiques." Paris 9, 1987. https://portail.bu.dauphine.fr/fileviewer/index.php?doc=1987PA090080.
Повний текст джерелаBastviken, Paulina. "Soil water solution DOC dynamics during winter in boreal hillslopes." Thesis, Uppsala universitet, Institutionen för geovetenskaper, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-229128.
Повний текст джерелаDauvermann, Maria Regina. "Investigation into functional large-scale networks in individuals with schizophrenia using fMRI data and Dynamic Causal Modelling." Thesis, University of Edinburgh, 2014. http://hdl.handle.net/1842/10022.
Повний текст джерелаHedman, Stefan. "Smooth and non-smooth approaches to simulation of granular matter." Thesis, Umeå universitet, Institutionen för fysik, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-50584.
Повний текст джерелаStimson, Andrew Graham. "Fluvial carbon dynamics in degraded peatland catchments." Thesis, University of Manchester, 2016. https://www.research.manchester.ac.uk/portal/en/theses/fluvial-carbon-dynamics-in-degraded-peatland-catchments(94f066bd-cf18-4de3-9e4f-339476994fbf).html.
Повний текст джерелаArdalan, Arman. "Molecular Profiling of the Population Dynamics : Foundation and Expansion of an Archaic Domesticate." Doctoral thesis, KTH, Genteknologi, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-95688.
Повний текст джерелаQC 20120529
Fakhfakh, Ismail. "Modeling and diagnosis of dynamic process from timed observations : application to hydraulic dam." Thesis, Aix-Marseille, 2014. http://www.theses.fr/2014AIXM4363/document.
Повний текст джерелаThis thesis proposes a diagnosis approach of dynamic process based on the Timed Observation Theory, a mathematical framework for modeling and reasoning about dynamic process from timed data. The contributions of this works are i) an extension of the TOM4D (Timed Observation Modeling for Diagnosis) Knowledge Engineering methodology to networks of dynamic processes, ii) a real-time and any-time diagnosis algorithm called TOM4E (Timed Observation Management for Explanation) that uses the TOM4D models to diagnose behaviors in a network of dynamic processes and iii) the application of TOM4D and TOM4E to the diagnosis of the French Sapin's hydraulic dam, a particularly difficult real-world diagnosis problem. TOM4D is a is a primarily syntax-driven approach of Multi-Model Based Diagnosis where semantic content is introduced in a gradual and controlled way through the combination of the CommonKADS conceptual approach and the Tetrahedron of States of Newton's physical laws.TOM4E algorithm is based on the Detect, Describe and Explain functions which uses observation models translated from the TOM4D behavioral models. For simplicity reasons, the presentation of TOM4D and TOM4E is made with a unique didactic example provided from the literature of the diagnosis domain. The example of Sapin's dam makes the demonstration of the interest of the proposed approach: using them, the first Sapin's dam problem would have been identified eight years before its quasi-failure, and the presence of water being highlighted seven years before
Schablowski-Trautmann, Matthias. "Konzept zur Analyse der Lokomotion auf dem Laufband bei inkompletter Querschnittlähmung mit Verfahren der nichtlinearen Dynamik." Karlsruhe : Univ.-Verl. Karlsruhe, 2005. http://deposit.d-nb.de/cgi-bin/dokserv?idn=978770773.
Повний текст джерела