Dissertations / Theses on the topic 'Collapsing'
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Sandireddy, Raja Kiran Kumar Reddy Agrawal Vishwani D. "Hierarchical fault collapsing for logic circuits." Auburn, Ala., 2005. http://repo.lib.auburn.edu/EtdRoot/2005/SPRING/Electrical_and_Computer_Engineering/Thesis/SANDIREDDY_RAJA-KIRAN-KUMAR_48.pdf.
Full textDibben, Susan. "A microstructural model for collapsing soils." Thesis, Nottingham Trent University, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.266820.
Full textFujioka, Tadashi. "Fibration theorems for collapsing Alexandrov spaces." Doctoral thesis, Kyoto University, 2021. http://hdl.handle.net/2433/263435.
Full textMelick, William R. "Collapsing exchange rate regimes under governmental optimization /." Connect to resource, 1987. http://rave.ohiolink.edu/etdc/view.cgi?acc%5Fnum=osu1262710081.
Full textGrimm, Douglas. "The dynamics of collapsing Bose-Einstein condensates." View electronic text, 2002. http://eprints.anu.edu.au/documents/disk0/00/00/07/64/index.html.
Full textAvailable via the Australian National University Library Electronic Pre and Post Print Repository. Title from title screen (viewed Mar. 28, 2003). "A thesis submitted for the degree of Bachelor of Science with Honours of The Australian National University" Bibliography: p. 45.
Doshi, Alok Shreekant Agrawal Vishwani D. "Independence fault collapsing and concurrent test generation." Auburn, Ala., 2006. http://repo.lib.auburn.edu/2006%20Spring/master's/DOSHI_ALOK_48.pdf.
Full textGamez, David. "Positive scepticism and the collapsing hermeneutic circle." Thesis, University of Essex, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.369401.
Full textMelick, William Robert. "Collapsing exchange rate regimes under governmental optimization." The Ohio State University, 1987. http://rave.ohiolink.edu/etdc/view?acc_num=osu1262710081.
Full textSemple, James Fraser. "Completion of restricted Lie algebras and collapsing groups." Thesis, University of Oxford, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.316874.
Full textGrady, Keith J. "Solar flare particle acceleration in collapsing magnetic traps." Thesis, University of St Andrews, 2012. http://hdl.handle.net/10023/2839.
Full textDe, Sousa Vinagre Tiberio J. V., and Sousa Vinagre Tiberio J. V. De. "Expansive and collapsing behaviour of volume change soils." Master's thesis, University of Cape Town, 1990. http://hdl.handle.net/11427/23594.
Full textNomura, Hideko. "Angular Momentum Transfer in Dynamically Collapsing Gaseous Disks." 京都大学 (Kyoto University), 2001. http://hdl.handle.net/2433/150830.
Full textHu, Mike. "A Collapsing Method for Efficient Recovery of Optimal Edges." Thesis, University of Waterloo, 2002. http://hdl.handle.net/10012/1144.
Full textOtis, Evan T. "An Analysis of the Film Industry's Collapsing Video Window." Scholarship @ Claremont, 2012. http://scholarship.claremont.edu/cmc_theses/533.
Full textDixon, Kael. "Collapsing fibres under Kähler Ricci flow on Hirzebruch manifolds." Thesis, University of British Columbia, 2010. http://hdl.handle.net/2429/27806.
Full textEradat, Oskoui Solmaz. "New aspects of particle acceleration in collapsing magnetic traps." Thesis, University of St Andrews, 2014. http://hdl.handle.net/10023/11954.
Full textStreil, Manuel [Verfasser], and Bernd [Akademischer Betreuer] Ammann. "Yamabe constants of collapsing Riemannian submersions / Manuel Streil ; Betreuer: Bernd Ammann." Regensburg : Universitätsbibliothek Regensburg, 2016. http://d-nb.info/1118846443/34.
Full textKuan, Seng How. "Collapsing bubble bed in a downcomer with the introduction of solvent." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=116862.
Full textLe premier objectif de la recherche consistait à faire usage d'une goulotte de façon à créer des bulles enrobées de solvant afin d'augmenter l'échelle de mesure pour l'extraction au solvant par air assisté (AASX). La goulotte assure un contact plus étroit entre la bulle et le solvant et celui est considéré comme avantageux pour l'enrobement des bulles du solvant et pour la cinétique d'extraction rapide. Lors des tests initiaux, l'effondrement du lit formé par les bulles dans la goulotte, était observé à l'introduction du solvant comme le démontre le bas niveau du gaz, la diminution du débit de l'air aspiré, et la formation des grandes bulles d'air. L'on a observé qu'en changeant de technique d'introduction du solvant, la composition du solvant, et en ajoutant du sel et du moussant, le problème restait entier. Puisque les conditions dans le lit des bulles dans la goulotte avoisinent celles de la mousse (niveau de gaz plus que 45%), les propriétés des gouttelettes de solvant étaient tenues pour responsables, les gouttelettes de solvant jouant le rôle d'agent démousseur. Ce faisant, la recherche s'est penchée sur ce phénomène. Le mécanisme est lié à l'action de formation de pont (entre les bulles) et/ou l'enrobement des bulles par des gouttelettes de solvant. Celles-ci déstabilisent le film entre les bulles. Plus d'investigations sur les effets des matériaux hydrophobique sur la stabilité du lit des bulles en comparant le solvant à deux solides hydrophobiques, le talc et le graphite, avaient révélé que les solides n'avaient pas produit l'effondrement, sinon favorisé la stabilité: Ceci suggère l'habileté du solvant à s'étaler, ce qui confère la propriété démoussante (effondrement du lit). En conséquence, un montage avait été fait pour visualiser la coalescence entre deux bulles de plus prés, lorsque celles-ci étaient exposées à la circulation des dispersions de solvant, solide et des mélanges solvant/solides. Les résultats ont montré que les conditions entrainant la coalescence s'accordaient bien avec celles qui engendraient l'effondrement du lit dans la goulotte. Le pont formé entre les bulles et le solvant avait été capté par vidéo alors que l'étalement ne l'était pas. En conclusion, la goulotte n'est pas indiquée pour l'extraction au solvant par air assisté (AASX). L'unité est utilisée dans la cellule de Jameson pour éliminer les gouttelettes de solvant dans les unités d'extraction. Le niveau de solvant est moins de 200 ppm et dans ce cas, l'effondrement est partiel et le phénomène n'est peut-être pas observé dans ces applications.
Palestro, James J. "Some Tasks' Demands Require Collapsing Bounds: Evidence from a Behavioral Analysis." The Ohio State University, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1514901294586086.
Full textHu, Michael. "A collapsing method for efficient recovery of optimal edges in phylogenetic trees." Waterloo, Ont. : University of Waterloo, [Dept. of Computer Science], 2002. http://etd.uwaterloo.ca/etd/mhu2002.pdf.
Full text"A thesis presented to the University of Waterloo in fulfilment of the thesis requirement for the degree of Master of Mathematics in Computer Science". Includes bibliographical references.
Fleischmann, Pamela [Verfasser]. "On Special k-Spectra, k-Locality, and Collapsing Prefix Normal Words / Pamela Fleischmann." Kiel : Universitätsbibliothek Kiel, 2021. http://d-nb.info/1232812528/34.
Full textRees, Samuel Huw. "The collapsing pillar : Jimmy Carter and US foreign policy towards Iran, 1977-1981." Thesis, Swansea University, 2013. https://cronfa.swan.ac.uk/Record/cronfa43014.
Full textPereira, Jose Henrique Feitosa. "Numerical analysis of the mechanical behavior of collapsing earth dams during first reservoir filling." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1996. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/NQ32808.pdf.
Full textALI, MOLLA MOHAMMAD. "A PROBABILISTIC ANALYSIS OF THE DISTRIBUTION OF COLLAPSING SOIL IN TUCSON USING KRIGING METHOD." Diss., The University of Arizona, 1987. http://hdl.handle.net/10150/184180.
Full textMay, Russell J. "A Collapsing Result Using the Axiom of Determinancy and the Theory of Possible Cofinalities." Thesis, University of North Texas, 2001. https://digital.library.unt.edu/ark:/67531/metadc2789/.
Full textLam, Fung Ming. "A contrastive structural analysis of Chinese and English newspapers of a collapsing building accident." HKBU Institutional Repository, 2002. http://repository.hkbu.edu.hk/etd_ra/369.
Full textWeyhausen, Andreas [Verfasser], Bernd [Akademischer Betreuer] Brügmann, Gottfried [Akademischer Betreuer] Tichy, and Mark [Akademischer Betreuer] Hannam. "Numerical methods for collapsing gravitational waves / Andreas Weyhausen. Gutachter: Bernd Brügmann ; Gottfried Tichy ; Mark Hannam." Jena : Thüringer Universitäts- und Landesbibliothek Jena, 2015. http://d-nb.info/1077007175/34.
Full textGroomes, Sally Anne. "Collapsing the binary reconsidering faith, feminism, and convention in the works of Elizabeth Stuart Phelps /." Click here for download, 2009. http://proquest.umi.com/pqdweb?did=1691880051&sid=1&Fmt=2&clientId=3260&RQT=309&VName=PQD.
Full textField, Ann-Marie. "Collapsing the universal : towards a framework for understanding the politics of difference in liberal democratic states." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/mq25971.pdf.
Full textFaria, Mary Frances Veloz. "A non-traditional way to manage change : collapsing hierarchy temporarily to allow for collective knowledge work /." Digital version accessible at:, 2000. http://wwwlib.umi.com/cr/utexas/main.
Full textWhitfield, Steven M. "Enigmatic Faunal Declines at La Selva, Costa Rica: Patterns and Processes in a Collapsing Neotropical Herpetofauna." FIU Digital Commons, 2011. http://digitalcommons.fiu.edu/etd/435.
Full textSoliday, Stanley Jr. "Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations." PDXScholar, 1991. https://pdxscholar.library.pdx.edu/open_access_etds/4428.
Full textKatsaris, Apostolos. "Periodically collapsing speculative bubbles : an empirical investigation of the S&P 500 Composite Index, 1888-2001." Thesis, University of Reading, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.430843.
Full textDemba, Susanne. "Sensor-based detection of the teat load caused by a collapsing liner using a pressure-indicating film." Doctoral thesis, Humboldt-Universität zu Berlin, 2017. http://dx.doi.org/10.18452/18564.
Full textThe aim of the present thesis was to test whether the measurement of static pressure distribution and magnitude with the aid of red color density variation is appropriate to directly measure the teat load caused by a collapsing liner and to identify different factors influencing this load. Therefore, investigations were carried out in a laboratory milking parlor using different artificial teats. The influence of the machine vacuum, the pulsation rate, the pulsation ratio, and the liner type were analyzed. The present investigations showed that the tested method is appropriate to directly measure the teat load due to liner collapse. A significant effect of all tested factors could be found as well. The higher the machine vacuum, pulsation rate, and pulsation ratio, the higher the teat load caused by a collapsing liner. The technical characteristics of a liner, especially the shape of the barrel, differ significantly with regard to the teat load. In all investigations more pressure was applied to the teat end.
Staeheli, Paul W. "Collapsing insurgent organizations through leadership decapitation a comparison of targeted killing and targeted incarceration in insurgent organizations /." Thesis, Monterey, California : Naval Postgraduate School, 2010. http://edocs.nps.edu/npspubs/scholarly/theses/2010/Mar/10Mar%5FStaeheli.pdf.
Full textThesis Advisor(s): Freeman, Michael. Second Reader: Tucker, David. "March 2010." Description based on title screen as viewed on April 26, 2010. Author(s) subject terms: Targeted Killing, Targeted Incarceration, Leadership Decapitation, Capture versus Kill, Counterinsurgency, al Qaeda, Taliban. Includes bibliographical references (p. 71-74). Also available in print.
Al-Gasous, K. A. "The deformation behaviour of the collapsing and destructured soils of the Sana'a area and their response to field treatment." Thesis, Aston University, 1995. http://publications.aston.ac.uk/14258/.
Full textJacquet, Philippe. "Nouvelles méthodes de modélisation neutronique des réacteurs rapides de quatrième Génération." Phd thesis, Université de Grenoble, 2011. http://tel.archives-ouvertes.fr/tel-00680530.
Full textGreenfield, Sarah. "Type-2 fuzzy logic : circumventing the defuzzification bottleneck." Thesis, De Montfort University, 2012. http://hdl.handle.net/2086/7088.
Full textFleischmann, Pamela [Verfasser], Dirk [Akademischer Betreuer] Nowotka, Tero [Gutachter] Harju, and Richard [Gutachter] Weidmann. "On Special k-Spectra, k-Locality, and Collapsing Prefix Normal Words / Pamela Fleischmann ; Gutachter: Tero Harju, Richard Weidmann ; Betreuer: Dirk Nowotka." Kiel : Universitätsbibliothek Kiel, 2021. http://d-nb.info/1231275863/34.
Full textYonkers, Nicole L. "Toll-like Receptor Tolerance in Dendritic Cells During Hepatitis C and HIV Infections: Collapsing the Bridge Between Innate and Adaptive Immunity." Case Western Reserve University School of Graduate Studies / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=case1298412448.
Full textGildenhuys, Nanine. "The occurrence and extent of collapse settlement in residual granite in the Stellenbosch area." Thesis, Stellenbosch : University of Stellenbosch, 2010. http://hdl.handle.net/10019.1/5214.
Full textENGLISH ABSTRACT: Large areas of the earth’s surface are covered by soils that are susceptible to large decreases in bulk volume when they become saturated. These soils are termed collapsing soils and are very common in parts of the USA, Asia, South America and Southern Africa. This study is concerned with the occurrence of these collapsible soils in the residual granites of the Stellenbosch area. The study was undertaken as relatively little is known about the collapse phenomenon in the problematic weathered granites of the Western Cape. The majority of research thus far has been carried out on the deep residual soils formed on basement-granite in the Transvaal areas, whereas little attention has been paid to the Cape granites. The aim of the study was achieved through the experimental work which included double oedometer testing, indicator analyses and shear strength testing. Double oedometer tests were performed to quantify the potential collapse settlement of the soils from the demarcated study area. To provide a better understanding of the collapse behaviour of the soils, indicator analysis, which included Atterberg limits and particle size distributions, were performed. Direct shear tests were further carried out on saturated and natural moisture content specimens to establish the effect of collapsibility on shear strength and whether substantial additional settlement of the saturated soils would occur during shear. It was found that collapsible soils are prevalent in the demarcated study area as the majority of soils showed a potential collapse settlement of 1% or more. Collapse exceeding 5% were calculated in a few instances proving some soils to be highly collapsible. The double oedometer and indicator analysis results were used in an attempt to obtain a relationship between collapse settlement and a combination of easily determined properties such as dry density (void ratio), moisture content and grading, but no meaningful conclusions have emerged. The shear strength tests indicated that a clear correlation does not exist between collapsibility and shear strength. It was further established that a relationship between collapse settlement determined during the double oedometer testing and the volume change during shear strength testing cannot be assumed. It can thus be concluded that soils can be very unpredictable and further research on the collapse phenomenon is indicated.
AFRIKAANSE OPSOMMING: Groot dele van die aarde se oppervlakte is bedek deur grondtipes wat geneig is tot ‘n afname in volume as dit deurweek word. Hierdie gronde word swigversakkende gronde genoem en dit word algemeen teëgekom in dele van die VSA, Asië, Suid-Amerika en Suider-Afrika. In hierdie studie word die voorkoms van swigversakkende gronde in die residuele graniet in die Stellenbosch area ondersoek. Die studie is onderneem aangesien relatief min i.v.m. die swigversakking-verskynsel in die problematiese verweerde graniet van die Weskaap bekend is. Die meeste van die navorsing sover is onderneem op die diep residuele gronde wat gevorm is op die Argaïese graniet in die Transvaal gebied, en betreklik min aandag is geskenk aan die Kaapse graniet. Tydens die studie is eksperimente wat dubbele oedometer toetse, indikator analises, en skuifsterkte toetse insluit, uitgevoer. Dubbele oedometer toetse is uitgevoer om die potensiële swigversakking van die grond in die afgebakende studiegebied te kwantifiseer. In ‘n poging om die swigversakking-verskynsel van die grond beter te verstaan, is indikator analises wat Atterberg grense en partikel grootte verspreiding insluit, uitgevoer. Direkte skuiftoetse is ook uitgevoer op deurweekte grondmonsters en op monsters wat natuurlike vog bevat, om sodoende die effek van swigversakking op skuifsterkte vas te stel en om uit te vind of aansienlike addisionele sakking van die deurweekte gronde tydens skuif plaasvind. Daar is gevind dat swigversakkende gronde die oorheersende grondtipe in die afgebakende studiegebied is waar meeste van die gronde ‘n potensiële swigversakking van meer as 1% toon. ‘n Swigversakking van meer as 5% is in ‘n paar gevalle bereken, wat bewys dat sommige grondtipes hoogs versakkend is. Die resultate van die dubbele oedometer en indikator analises is gebruik in ‘n poging om te bewys dat daar ‘n verhouding bestaan tussen swigversakking en ‘n kombinasie van kenmerke wat maklik vasgestel kan word soos droë digdheid (ruimte verhouding), voginhoud en gradering, maar daar kon nie tot ‘n sinvolle slotsom gekom word nie. Die skuifsterkte toetse toon dat daar nie ‘n duidelike korrelasie bestaan tussen swigversakking en skuifsterkte nie. Daar is verder vasgestel dat dit nie moontlik is om te aanvaar dat daar ‘n verhouding bestaan tussen swigversakking soos vasgestel tydens die dubbele oedometer toetsing, en die verandering in volume tydens skuifsterkte toetsing nie. Daar is dus tot die slotsom gekom dat grond baie onvoorspelbaar kan wees en dat verdere navorsing na die swigversakking-verskynsel nodig is.
Lindesay, Tamar. "The sound of the city collapsing : the changing perception and thematic role of the ruin in twentieth-century British and American poetry." Thesis, University of South Wales, 2003. https://pure.southwales.ac.uk/en/studentthesis/the-sound-of-the-city-collapsing(a371d1ec-c3ea-407a-a1f3-227d87559b3f).html.
Full textKinscher, Jannes Lennart. "The analysis and interpretation of microseismicity induced by a collapsing solution mining cavity : A contribution for progress in hazard assessment of underground cavities." Thesis, Université de Lorraine, 2015. http://www.theses.fr/2015LORR0022/document.
Full textIn order to improve our understanding of hazardous underground cavities and its microseismic response, the development and collapse of a ~ 200 m wide salt solution mining cavity was monitored at Cerville-Buissoncourt in the Lorraine basin in NE France. The majority of the obtained dataset (~80%) was constituted of numerous unusual microseismic swarming events (~50.000 event files). This thesis presents innovative methods able to treat this specific microseismic data set, whose results provide new and fundamental insights into the principal characteristics of caving and collapsing related microseismicity and hazard assessment of excavated underground formations. The principal results are as follows: (i) the individual microseismic events are comparable to small natural tectonic earthquakes with moment magnitudes Mw ranging from around -3 to 1. (ii) Source mechanisms for most microseismic events are remarkable stable and demonstrate a predominant thrust faulting (double-couple) regime with faults similarly oriented NW-SE, dipping 35°-55° , what might be related to the presence of systematically arranged pre-existing fractures. (iii) The origin of microseismic swarming is suggested in the incapacity to sustain larger strains and to release larger stresses, what seems to be related to the mechanical constitution of the rock strata overlying the cavity (i.e. low strength materials). (iv) Caving and collapsing periods at the cavity roof are associated with systematic, self- reinforcing dynamics and have a distinct microseismic response, clearly observable from statistical analysis, which can be precisely described by empirical laws. The performed analysis and interpretation of the microseismicity at Cerville-Buissoncourt has shown that microseismic monitoring is a useful tool to constrain the mechanical and dynamical characteristics of an evolving and collapsing hazardous underground cavity
Fu, Man. "A Study of Stock Market Fluctuations and their Relations to Business Conditions." FIU Digital Commons, 2009. http://digitalcommons.fiu.edu/etd/89.
Full textDemba, Susanne [Verfasser], Reiner [Gutachter] Brunsch, Sandra [Gutachter] Rose-Meierhöfer, and Hülya [Gutachter] Öz. "Sensor-based detection of the teat load caused by a collapsing liner using a pressure-indicating film / Susanne Demba ; Gutachter: Reiner Brunsch, Sandra Rose-Meierhöfer, Hülya Öz." Berlin : Humboldt-Universität zu Berlin, 2017. http://d-nb.info/1189429225/34.
Full textSassone, Peter G. "Characterization and Avoidance of Critical Pipeline Structures in Aggressive Superscalar Processors." Diss., Georgia Institute of Technology, 2005. http://hdl.handle.net/1853/7243.
Full textWuester, Sebastian, and sebastian wuester@gmx net. "Classical and Quantum Field Theory of Bose-Einstein Condensates." The Australian National University. Faculty of Science, 2007. http://thesis.anu.edu.au./public/adt-ANU20070802.161045.
Full textWahlberg, David. "Data Reduction Methods for Deep Images." Thesis, Högskolan i Gävle, Datavetenskap, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-25473.
Full textWalton, Kirk S. "Sculpting: An Improved Inside-out Scheme for All Hexahedral Meshing." BYU ScholarsArchive, 2003. https://scholarsarchive.byu.edu/etd/3451.
Full textDeruelle, Alix. "Géométrie à l'infini de certaines variétés riemanniennes non-compactes." Thesis, Grenoble, 2012. http://www.theses.fr/2012GRENM068.
Full textWe study the global and asymptotic geometry of non-compact Riemannian manifolds. First, we study the topology and geometry at infinity of Riemannian manifolds with nonnegative (Ricci) curvature and finite asymptotic curvature ratio. We focus on the non-collapsed case with the help of asymptotic cones and we give sufficient conditions on the fundamental group to guarantee non-collapsing. The second part is dedicated to the study of (non-negatively curved) Type III Ricci flow solutions. We mainly analyze the asymptotic geometry of Type III self-similar solutions (expanding gradient Ricci soliton) with finite asymptotic curvature ratio. We prove the existence and uniqueness of their asymptotic cones. We also give algebraic and geometric sufficient conditions to guarantee rotational symmetry of such metrics. In the last part, we characterize the geometry of steady gradient Ricci solitons with nonnegative sectional curvature and linear volume growth. Finally, we study the non-collapsing of three dimensional Riemannian manifold with nonnegative Ricci curvature and finite asymptotic curvature ratio