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Dissertations / Theses on the topic 'Kirchaou'

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Published: 4 June 2021

Last updated: 11 February 2022

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1

Bibonne, Romain. "Sédimentologie et stratigraphie des séries clastiques du Trias inférieur à moyen du bassin de Ghadamès et de la Jeffara (Tunisie et Libye)." Thesis, Strasbourg, 2014. http://www.theses.fr/2014STRAH020.

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L’ouverture de l’Océan Néotéthys au nord du bassin de Ghadamès et de la Jeffara s’accompagne d’une phase d’extension. Ceci engendre une phase de subsidence qui se traduit par le dépôt des premières séries syn-rift d’âges Permien moyen à supérieur (formation El Watiah) et Trias inférieur à moyen (formations Bir el Jaja, Ouled Chebbi et Ras Hamia/Kirchaou). Cette étude propose la compréhension de l’architecture stratigraphique et séquentielle des formations triasiques détritiques, et de la partie supérieure clastique de la formation El Watiah. 221 puits et 18 coupes sédimentologiques de terrain (affleurements du Sud tunisien) ont été corrélées à travers l’ensemble du bassin de Ghadamès et de la Jeffara. Il est démontré que ces séries s’organisent en 11 séquences de 3ème ordre. 28 cartes d’isochores et de paléogéographie ont été réalisées. D’un point de vue tectonostratigraphique, un épaississement drastique des séquences a notamment été confirmé en direction du nord de la Jeffara, à la faveur d’une subsidence forte et très différentielle. Dans le sud du bassin, un domaine caractérisé par une subsidence faible et peu différentielle a aussi été reconnu. Par ailleurs, une réinterprétation sédimentologique de la formation du TAGI de la région d’El Borma (équivalent latéral de la formation ladinienne Ras Hamia) a été proposée
During the opening of the Neotethys Ocean north of the Ghadames and Jeffara basin, an extensional phase created subsidence. It resulted in the deposition of the first syn-rift strata aged Middle to Upper Permian (El Watiah formation) and Lower to Middle Triassic (Bir el Jaja, Ouled Chebbi and Ras Hamia / Kirchaou formations). This study provides details of the stratigraphic and sequential architecture of triassic siliciclastic series and the upper clastic part of the El Watiah formation. 221 wells and 18 sedimentological field sections (outcrops from south Tunisia) have been correlated across the entire Ghadames basin and Jeffara. An organization in 11 sequences has been highlighted. 28 isochores and paleogeographic maps have been drawn. In terms of tectonostratigraphy, a major thickening of sequences has been confirmed toward the North of Jeffara, resulting from a very strong and differential subsidence. Low and subtle differential subsidence has been demonstrated in the southern part of the basin. In addition, a new sedimentological interpretation of the TAGI formation (lateral equivalent of the ladinian Ras Hamia formation) has been considered in the El Borma area

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2

Kirchhof, Jürgen [Verfasser]. "Analyse elektromagnetischer Interferenzen in hybriden Mikrosystemen / Jürgen Kirchhof." Aachen : Shaker, 2004. http://d-nb.info/1181621747/34.

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3

Kirchhof, Christine [Verfasser]. "Resonante magnetoelektrische Sensoren zur Detektion niederfrequenter Magnetfelder / Christine Kirchhof." Kiel : Universitätsbibliothek Kiel, 2018. http://d-nb.info/1154765393/34.

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4

Kirchhof, Ferdinand [Verfasser]. "Die Höhe der Gebühr. : Grundlagen der Gebührenbemessung. / Ferdinand Kirchhof." Berlin : Duncker & Humblot, 2019. http://d-nb.info/123796704X/34.

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5

Kirchhof, Michael [Verfasser]. "Integrierte Low-Cost eHome-Systeme : Prozesse und Infrastrukturen / Michael Kirchhof." Aachen : Shaker, 2005. http://d-nb.info/1186587148/34.

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6

Kreuter-Kirchhof, Charlotte [Verfasser]. "Neue Kooperationsformen im Umweltvölkerrecht. : Die Kyoto Mechanismen. / Charlotte Kreuter-Kirchhof." Berlin : Duncker & Humblot, 2019. http://d-nb.info/1238344437/34.

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7

Quicaño, Barrientos Carlos G. "No existencia global para una ecuación de tipo Kirchhoff." Universidad Nacional Mayor de San Marcos. Programa Cybertesis PERÚ, 2002. http://www.cybertesis.edu.pe/sisbib/2002/quicano_bc/html/index-frames.html.

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8

Kirchhof, Nicolaj [Verfasser], Uwe [Akademischer Betreuer] Schwiegelshohn, and Jörg [Gutachter] Blankenbach. "Sensor positioning in distributed sensor networks / Nicolaj Kirchhof ; Gutachter: Jörg Blankenbach ; Betreuer: Uwe Schwiegelshohn." Dortmund : Universitätsbibliothek Dortmund, 2016. http://d-nb.info/1115464035/34.

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9

Kirchhof, Carolin [Verfasser], Petra [Akademischer Betreuer] Wagner, and Dafydd [Akademischer Betreuer] Gibbon. "The shrink point: audiovisual integration of speech-gesture synchrony / Carolin Kirchhof ; Petra Wagner, Dafydd Gibbon." Bielefeld : Universitätsbibliothek Bielefeld, 2017. http://d-nb.info/1127718029/34.

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10

Kirchhof, Carolin [Verfasser], Petra Akademischer Betreuer] Wagner, and Dafydd [Akademischer Betreuer] [Gibbon. "The shrink point: audiovisual integration of speech-gesture synchrony / Carolin Kirchhof ; Petra Wagner, Dafydd Gibbon." Bielefeld : Universitätsbibliothek Bielefeld, 2017. http://d-nb.info/1127718029/34.

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11

Kirchhof, Susanne [Verfasser], Achim [Akademischer Betreuer] Göpferich, and Rainer [Akademischer Betreuer] Müller. "Diels Alder Hydrogels as Intraocular Drug Delivery Systems for Antibodies / Susanne Kirchhof. Betreuer: Achim Göpferich ; Rainer Müller." Regensburg : Universitätsbibliothek Regensburg, 2015. http://d-nb.info/1080609792/34.

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12

Kirchhof, Astrid Mignon [Verfasser]. "Das Dienstfräulein auf dem Bahnhof : Frauen im öffentlichen Raum im Blick der Berliner Bahnhofsmission 1894–1939 / Astrid Mignon Kirchhof." Stuttgart : Franz Steiner Verlag, 2012. http://d-nb.info/1073646106/34.

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13

Aust, Cornelia. "„daß ich ganz still auf meinem Kirchhof auf Prag beerdigt werde...“ Das Testament der jüdischen Unternehmerin Judyta Jakubowiczowa (1829)." HATiKVA e.V. – Die Hoffnung Bildungs- und Begegnungsstätte für Jüdische Geschichte und Kultur Sachsen, 2020. https://slub.qucosa.de/id/qucosa%3A71009.

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14

Dietrich, Britta Claudia [Verfasser], Axel [Akademischer Betreuer] Schlitt, Paulus [Akademischer Betreuer] Kirchhof, and Hans-Jürgen [Akademischer Betreuer] Rupprecht. "Das antithrombotische Management bei Patienten mit Vorhofflimmern nach koronarer Stentimplantation / Britta Claudia Dietrich. Betreuer: Axel Schlitt ; Paulus Kirchhof ; Hans-Jürgen Rupprecht." Halle, Saale : Universitäts- und Landesbibliothek Sachsen-Anhalt, 2012. http://d-nb.info/1030521123/34.

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15

Dietrich, Britta Claudia Verfasser], Axel [Akademischer Betreuer] Schlitt, Paulus [Akademischer Betreuer] [Kirchhof, and Hans-Jürgen [Akademischer Betreuer] Rupprecht. "Das antithrombotische Management bei Patienten mit Vorhofflimmern nach koronarer Stentimplantation / Britta Claudia Dietrich. Betreuer: Axel Schlitt ; Paulus Kirchhof ; Hans-Jürgen Rupprecht." Halle, Saale : Universitäts- und Landesbibliothek Sachsen-Anhalt, 2012. http://nbn-resolving.de/urn:nbn:de:gbv:3:4-9036.

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16

Kirchhof, Kristin [Verfasser]. "Nanostrukturierte Biomaterialbeschichtungen zur Steuerung von Zelladhäsion und -proliferation : pH-Wert-abhängige Multischichten aus Heparin und Chitosan in diskreter und Gradientenform / Kristin Kirchhof." Aachen : Shaker, 2010. http://d-nb.info/1122546122/34.

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17

Loibl, Michael. "Implementation and validation of an isogeometric hierarchic shell formulation." Thesis, KTH, Bro- och stålbyggnad, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-264764.

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Within this thesis, thin walled shell structures are discussed with modern element formulationsin the context of the Isogeometric Analysis (IGA). IGA was designed to achieve a directinterface from CAD to analysis. According to the concept of IGA, Non-Uniform RationalB-Splines (NURBS) are used as shape functions in the design and the analysis. Dependingon the polynomial order, NURBS can come along with a high order continuity. Therefore,the curvature of a shell surface can be described directly by the shape function derivativeswhich is not possible within the classical Finite Element Analysis (FEA) using linear meshes.This description of the curvature gives rise to the application of the Kirchho-Love shellformulation, which describes the curvature stiness with the dierentiation of the spatialdegrees of freedom. Based upon this, the formulation can be enhanced with further kinematicalexpressions as the shear dierence vector, which leads to a 5-parameter Reissner-Mindlinformulation. This kinematic formulation is intrinsically free from transverse shear lockingdue to the split into Kirchho-Love and additional shear contributions. The formulation canbe further extended to a 7-parameter three-dimensional shell element, which considers volumetriceects in the thickness direction. Two additional parameters are engaged to describethe related thickness changes under load and to enable the use of three-dimensional materiallaws. In general, three-dimensional shell elements suer from curvature thickness and Poisson'sthickness locking. However, these locking phenomena are intrinsically avoided by thehierarchic application of the shear dierence vector and the 7th parameter respectively. The3-parameter Kirchho-Love, the 5-parameter Reissner-Mindlin and the 7-parameter 3D shellelement build a hierarchic family of model-adaptive shells.This hierarchic family of shell elements is presented and discussed in the scope of this thesis.The concept and the properties of the single elements are elaborated and the dierences arediscussed. Geometrically linear and non-linear benchmark examples are simulated. Convergencestudies are performed and the results are validated against analytical solutionsand solutions from literature, taking into account deections and internal forces. Furthermore,the dierent locking phenomena which occur in analyses with shell formulations areexamined. Several test cases are designed to ensure a validated implementation of the hierarchicshell elements. The element formulations and further pre- and postprocessing featuresare implemented and validated within the open-source software environment Kratos Multi-physics.

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18

Krüger, Kathrin [Verfasser], Axel [Akademischer Betreuer] Schlitt, P. [Akademischer Betreuer] Kirchhof, and C. [Akademischer Betreuer] Weiss. "Einfluss der gerinnungshemmenden Therapie nach perkutaner Koronarintervention auf das ereignisfreie Überleben bei Patienten mit Vorhofflimmern und Kontrollen / Kathrin Krüger. Betreuer: Axel Schlitt ; P. Kirchhof ; C. Weiss." Halle, Saale : Universitäts- und Landesbibliothek Sachsen-Anhalt, 2011. http://d-nb.info/1025134737/34.

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19

Kirchhof, Susanne [Verfasser]. "Kinetik des ruminalen In-situ-Nährstoffabbaus von Grünlandaufwüchsen des Alpenraumes unterschiedlicher Vegetationsstadien sowie von Maissilagen und Heu : ein Beitrag zur Weiterentwicklung der Rationsgestaltung für Milchkühe / Susanne Kirchhof." Kiel : Universitätsbibliothek Kiel, 2008. http://d-nb.info/1019630787/34.

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20

Forstmann, Heiko [Verfasser], and Joachim [Akademischer Betreuer] Conrad. "Ubi est verbum, ibi est ecclesia. Die Veränderungen im evangelischen Kirchbau unter dem Anspruch der Liturgie am Beispiel der Grafschaft Nassau-Saarbrücken. / Heiko Forstmann ; Betreuer: Joachim Conrad." Saarbrücken : Saarländische Universitäts- und Landesbibliothek, 2019. http://d-nb.info/118861228X/34.

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21

Kirchhof, Gregor [Verfasser]. "Die Erfüllungspflichten des Arbeitgebers im Lohnsteuerverfahren. : Freiheit von Arbeitszwang und Berufsfreiheit als Grenzen der Quellenbesteuerung, der Indienstnahme, der Privatisierung - zugleich ein Beitrag zur Grundrechtsdogmatik und zur Deregulierung. / Gregor Kirchhof." Berlin : Duncker & Humblot, 2011. http://d-nb.info/123835047X/34.

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22

Kirchhof, Julia Sophia [Verfasser], and Manfred [Akademischer Betreuer] Schedlowski. "Klassische Konditionierung immunologischer Funktionen bei nierentransplantierten Patienten und die Mechanismen der β2-Adrenozeptor-vermittelten Inhibition der IL-2-Produktion in humanen CD4+ T-Zellen / Julia Sophia Kirchhof ; Betreuer: Manfred Schedlowski." Duisburg, 2018. http://d-nb.info/1161341455/34.

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23

Pereira, Rui Jorge Barros. "Análise estrutural de vigas sandwich de alumínio-aglomerado de cortiça." Master's thesis, Universidade de Aveiro, 2014. http://hdl.handle.net/10773/13545.

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Mestrado em Engenharia Mecânica
O estudo de vigas sandwich em que as peles (lâminas externas) são metá-licas (correntemente em alumínio laminado) e o núcleo interno de material polimérico expandido (espuma de alta resistência) constitui um elemento de valor no projecto estrutural aplicado à construção de veículos de transporte, casos em que a relação rigidez/massa tem importância crítica. Daí a dedicada investigação no comportamento estrutural de componentes tipo placa na ou casca fabricados por técnica sandwich. Este estudo baseia-se no desenvolvimento de modelos numéricos e experimentais, sendo o objectivo deste último a validação dos primeiros. No caso de utilização de modelos numéricos existe um considerável número de técnicas de aproximação ao comportamento estrutural de vigas sandwich como elemento caracterizador de comportamentos mais complexos construí-dos sob a mesma técnica. Nesta dissertação, são recuperados os coe cientes e recalculados pelo procedimento conhecido como Direct Sti ness Method em que os coe cientes da matriz de rigidez são obtidos impondo deslocamentos ou rotações, tendo constrições devidamente incluídas nos elementos estruturais. Os esforços assim obtidos permitem o preenchimento da matriz de rigidez. Baseando o procedimento usado na determinação de tais coe- cientes para vigas homogéneas, determinam-se neste trabalho coe cientes equivalentes mas para vigas compósitas tipo sandwich. A diferença entre módulos de Young entre as lâminas externas e o núcleo interno mostrou forte in uência no afastamento entre os factores obtidos por elementos nitos (Abaqus) e os esperados pelos elementos de viga de Kirchho para vigas sandwich. Ao detectar tais desvios, uma tabela com factores de correcção foi proposta, em que os coe cientes da matriz de rigidez que segue o modelo de Euler-Bernoulli são modi cados de modo a aproximarem-se dos coe cientes equivalentes obtidos com maior precisão através do Abaqus.
The study of sandwich beams in which the skins are metallic (commonly laminated aluminium) and the inner core of expanded polymer material (high strength foam) is an element of great value in the investigation of the structural behavior of thin plate or shell components manufactured by sandwich technique. This study is based on the development of numerical and experimental models, in which the objective of the last is the validation of the numerical model. In the case of the numerical models, there are several approximation techniques to the structural behavior of sandwich beams as a de ning characteristic of more complex behaviors built on the same technique. In this work, the sti ness matrix coe cients are recalculated by the procedure known as Direct Sti ness Method, where the coe cients of the sti ness matrix are obtained by imposing displacements or rotations, having properly included constrictions in the structural elements. The obtained stresses allow the assembly of the sti ness matrix. Basing the procedure used in determining such coe cients for homogeneous beams, the equivalent coe cients for sandwich composite beams are determined in this paper. The di erence between Young's modulus of the outer plates and the inner core showed strong in uence on the deviation of the coe cients obtained by nite elements (Abaqus) and the expected by the Kirchho beam elements for sandwich beams. On detecting such deviations, a table with correction factors was proposed, where current matrix elements for the conventional Euler - Bernoulli model are modi ed to better agree with the more accurately obtained equivalent factors by Abaqus.

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24

Kirchhof, Ria-Friederike [Verfasser], Franz B. [Akademischer Betreuer] Wember, and Uta [Gutachter] Häsel-Weide. "Brüche inklusive - Eine Interventionsstudie zum Aufbau eines grundlegenden Bruchzahlverständnisses durch unterrichtsintegrierte Förderung im inklusiv orientierten Mathematikunterricht auch für Lernende mit (besonderen) Schwierigkeiten im Mathematiklernen / Ria-Friederike Kirchhof ; Gutachter: Uta Häsel-Weide ; Betreuer: Franz B. Wember." Dortmund : Universitätsbibliothek Dortmund, 2020. http://d-nb.info/1238898475/34.

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25

Sampaio, Maria do Socorro Martins. "Análise não linear geométrica de cascas laminadas reforçadas com fibras." Universidade de São Paulo, 2014. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14032014-153137/.

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Em geral, as formulações disponíveis na literatura para a análise de cascas laminadas reforçadas com fibras substituem o meio original heterogêneo por um homogêneo equivalente, que dificulta a identificação das tensões fibra-matriz, ou requerem que a malha de elementos finitos seja disposta de modo que os nós dos elementos finitos de fibra coincidam com os nós dos elementos finitos de casca, que é uma exigência bastante restritiva e que aumenta o número de graus de liberdade do sistema de equações resultante. Neste sentido, o objetivo geral desta tese consiste em desenvolver uma formulação para a inclusão de fibras longas e curtas aleatórias nas diversas lâminas de cascas laminadas anisotrópicas com não linearidade geométrica utilizando o método dos elementos finitos sem aumentar o número de graus de liberdade do sistema de equações resultante e sem a necessidade de coincidência de nós na discretização das fibras e da matriz. Nesta formulação, o elemento finito triangular de casca laminada utilizado para discretizar a matriz possui dez nós e sete graus de liberdade por nó, sendo três translações, três componentes do vetor generalizado e a taxa de variação linear da deformação ao longo da espessura. As fibras curvas, curtas aleatórias ou longas, são introduzidas, em qualquer camada do laminado, por meio de relações cinemáticas que garantem sua aderência à matriz sem a introdução de novos graus de liberdade no sistema de equações resultante. Para discretizá-las são utilizados elementos finitos unidimensionais de ordem qualquer com três graus de liberdade por nó e que consideram consistentemente a não linearidade geométrica. Todas as grandezas envolvidas são escritas em relação à configuração inicial do corpo, caracterizando a descrição Lagrangeana total ou material do movimento. Para modelar o comportamento do material adota-se a Lei Constitutiva de Saint-Venant-Kirchhoff que relaciona de forma linear o tensor de tensões de Piolla-Kirchhoff de segunda espécie e o tensor de deformações de Green-Lagrange. O equilíbrio é encontrado a partir do Princípio da Mínima Energia Potencial Total e o sistema não linear de equações resultante é resolvido utilizando-se o procedimento iterativo de Newton-Raphson. As ações externas podem ser introduzidas ao sistema de forma total ou incremental e a contribuição das fibras para a energia do sistema é adicionada na matriz global do problema. Os exemplos numéricos testados validam e demonstram as potencialidades da formulação proposta.
In general, the Finite Element (FE) formulations available in the literature for the analysis of fibre reinforced laminated shells replace the original heterogeneous medium by an equivalent homogeneous one, which makes difficult the identification of fiber-matrix stress distribution, or require that the finite element mesh is arranged in a way that the fibre finite element nodes coincide with the shell finite element ones, which is a very restrictive requirement and increases the number of degrees of freedom of the resulting system of equations. In this sense, the objective of this thesis is to develop a formulation for the inclusion of long and random short fibres in any layer of FE laminated anisotropic shells developing large displacement and rotations without increasing the number of degrees of freedom and the necessity of matching nodes in the discretization of the fibre and the matrix. In this formulation, the triangular laminated shell finite element used to discretize the matrix has ten nodes and seven degrees of freedom per node, that are, three translations, three components of a generalized vector and the linear rate of strain variation along the thickness. The curved fibres, long or random short, are introduced in any layer of the laminate shell by means of kinematic relation to ensure its adherence to the matrix without introducing new degrees of freedom in the resulting system of equations. To discretize them, any order one-dimensional finite elements with three degrees of freedom per node are used. These fibres elements are consistently considered by Geometric nonlinearity. All involved variables are written with respect to the initial configuration of the body, characterizing the Total Lagrangian description. To model the behavior of the material we use the Saint-VenantKirchhoff Constitutive Law that relates linearly the second Piolla-Kirchhoff stress tensor and Green-Lagrange strain tensor. The equilibrium is achieved from the Principle of Minimum Potential Energy and the non-linear system of equations is solved by the Newton-Raphson iterative procedure. External loads may be introduced to the system by one or various steps and the contribution of fibres to the energy of the system is added to the global matrix of the problem. The numerical examples validate and demonstrate the potential of the proposed formulation.

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26

"Kirchho migration using hybrid WENO fast sweeping method." 2015. http://repository.lib.cuhk.edu.hk/en/item/cuhk-1291349.

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Zuo, Cheng.
Thesis M.Phil. Chinese University of Hong Kong 2015.
Includes bibliographical references (leaves 49-51).
Abstracts also in Chinese.
Title from PDF title page (viewed on 21, September, 2016).

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27

Kirchhof, Janna [Verfasser]. "Raubfeindvermeidung bei Tamarinen im Amazonas-Regenwald von Peru : Alarmrufsysteme und Vigilanz in polyspezifischen Assoziationen / vorgelegt von Janna Kirchhof." 2003. http://d-nb.info/969259042/34.

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28

Kirchhof, Nicole [Verfasser]. "Untersuchungen zur Darstellung des Expressionsmusters des Transkriptionsfaktors Oct-4 in murinen, porcinen und bovinen präimplantatorischen Embryonen / vorgelegt von Nicole Kirchhof." 2000. http://d-nb.info/959944710/34.

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29

Kirchhof, Monika Rosa [Verfasser]. "Kardiovaskuläres Risikofaktorenprofil und Herzinfarktrisiko nach dem PROCAM-Index bei Männern mittleren Alters unter besonderer Berücksichtigung der EKG-Veränderungen unter Belastungsbedingungen / vorgelegt von Kirchhof, Monika Rosa (geb. Wiedemann)." 2006. http://d-nb.info/991530357/34.

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