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Dissertations / Theses on the topic 'Domes'

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1

Stewart, Charles Anthony. "Domes of Heaven the domed basilicas of Cyprus /." [Bloomington, Ind.] : Indiana University, 2008. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:3324512.

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Thesis (Ph.D.)--Indiana University, Dept. of History of Art, 2008.<br>Title from home page (viewed on May 12, 2009). Source: Dissertation Abstracts International, Volume: 69-08, Section: A, page: 2912. Advisers: W. Eugene Kleinbauer; Diane Reilly.
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2

Morse, David L. "Glacier geophysics at Taylor Dome, Antarctica /." Thesis, Connect to this title online; UW restricted, 1997. http://hdl.handle.net/1773/6801.

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3

Tissaoui, Jacem. "Stability analysis of the Church of the Nazarene Varax dome." Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-10242009-020300/.

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4

Mohammad, Haris. "Modeling the roof deck and determining its effect on the stability of a glulam timber dome." Master's thesis, This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-01202010-020120/.

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5

Wu, Chen-Hung. "Modeling and stability investigation of a Glulam dome." Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-12172008-063010/.

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6

Broyles, Donald L. "Triax dome modeling with I-DEAS 4.1." Thesis, This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-03032009-041017/.

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7

El-lishani, Sana Said. "Cable domes and their stability." Thesis, University of Surrey, 2004. http://epubs.surrey.ac.uk/968/.

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8

Lau, Wanda W. "Equilibrium analysis of masonry domes." Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/34984.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Architecture, 2006.<br>This electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections.<br>Includes bibliographical references (p. 121-123).<br>This thesis developed a new method to analyze the structural behavior of masonry domes: the modified thrust line analysis. This graphical-based method offers several advantages to existing methods. It is the first to account for the ability of domes to achieve a range of internal forces, gaining potentially an
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9

Ellis, Kenneth Scott. "The optics of ellipsoidal domes." Diss., The University of Arizona, 1999. http://hdl.handle.net/10150/289048.

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An ellipsoidal dome is a conformal optical element used to replace a hemispherical dome on a missile to enhance its performance by reducing its aerodynamic drag. Conformal optics are a general class of optical systems in which the optical elements are shaped to optimize something other than image quality, such as aerodynamics. An ellipsoidal dome has lower aerodynamic drag than a comparably sized hemispherical dome. On a missile, lower drag improves its aerodynamic performance by increasing its range and fuel efficiency but degrades the quality of the transmitted wavefront. In particular, an e
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10

Telang, Niket M. "Stability analysis of a glulam dome with nonlinear material law." Thesis, This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-09052009-040535/.

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11

Saeedi, Mohammed Ali. "An approximate method for the prediction of the behaviour of some space structures." Thesis, University of Surrey, 2000. http://epubs.surrey.ac.uk/590/.

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12

Schwoch, Juliane. "Die spätromanische Bauzier des Mainzer Domes." Regensburg Schnell + Steiner, 2009. http://d-nb.info/1001447506/04.

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13

Tzourmakliotou, Dimitra Christos. "Computer aided design of braced domes." Thesis, University of Surrey, 1993. http://epubs.surrey.ac.uk/982/.

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14

Wilson, Samuel Hodin. "Structural design of shallow masonry domes." Thesis, Massachusetts Institute of Technology, 2016. http://hdl.handle.net/1721.1/104248.

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Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2016.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (pages 53-54).<br>This thesis investigates the viability of shallow, unreinforced masonry domes for the roof and floor systems of residential construction. In recent years, reinforced concrete (RCC) framed construction has been established as the dominant structural form for residential and commercial usage in the developing world, with the flat two-way slab as the most common (almost universal in northe
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15

Glascock, Jacob M. "Exhumation of the Orlica-Snieznik Dome, northeastern Bohemian massif (Poland and Czech Republic)." Ohio : Ohio University, 2004. http://www.ohiolink.edu/etd/view.cgi?ohiou1107879485.

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16

Khalafalla, Eltayeb Elrayah. "Computer aided processing of geodesic structural forms." Thesis, University of Surrey, 1994. http://epubs.surrey.ac.uk/845/.

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17

Fathelbab, F. A. "The effect of joints on the stability of shallow single layer lattice domes." Thesis, University of Cambridge, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.233896.

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Considerable improvements in the technology of space frame joints have been achieved in recent years. The conventional procedure for the analysis and study of space structure stability assumes that the joints of these structures behave as either pure pins or are fully rigid despite the fact that the joints of most space structures are semi-rigid. The actual behaviour of joints has been shown to have a significant effect on the behaviour of space structures, especially for shallow single layer lattice domes. In this thesis the development of a general space frame member tangent stiffness matrix
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18

Cook, Byron Lloyd. "An investigation of an existing aluminum lattice dome under snow loads." Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-08042009-040245/.

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19

De, Focatiis Davide. "Inverting domes for needle-less powder injection." Thesis, University of Oxford, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.403711.

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20

Neto, Flaminio Levy. "The behaviour of externally-pressurised composite domes." Thesis, University of Liverpool, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.317222.

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21

Abedi, Karim. "Propagation of local instabilities in braced domes." Thesis, University of Surrey, 1997. http://epubs.surrey.ac.uk/641/.

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22

Jacobson, Herbert Paul. "Folding of stratigraphic layers in ice domes /." Thesis, Connect to this title online; UW restricted, 2001. http://hdl.handle.net/1773/6837.

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23

Utami, Sentagi Sesotya. "An Acoustical Analysis of Domes Coupled to Rooms, with Special Application to the Darussholah Mosque, in East Java, Indonesia." Diss., CLICK HERE for online access, 2005. http://contentdm.lib.byu.edu/ETD/image/etd995.pdf.

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24

Kavi, Sandeep A. "Nonlinear 3-D beam/connector finite element with warping for a glulam dome." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-07102009-040624/.

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25

Vargas, Meleza Liliana. "Characterisation of salt diapir flanks constrained by field data." Thesis, University of Aberdeen, 2014. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=220463.

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Marginal zones of salt diapirs and canopies are complex geological environments, with rapid spatial variations in lithology, strain, and fluid-assisted alteration. These complex zones can contain economically attractive hydrocarbon accumulations. However, they are difficult to image seismically due to the irregular geometry of salt bodies and the large property contrast between salt and the surrounding sediments. I present an integrated and multiscale approach to build realistic models of salt margins that represent the geological heterogeneity and seismic anisotropy in such complex zones. Str
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26

Richnow, Jens. "Eruptional and post-eruptional processes in rhyolite domes." Thesis, University of Canterbury. Geological Sciences, 1999. http://hdl.handle.net/10092/5724.

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Four field areas, representing different tectonic settings, have been chosen to study eruption and post-eruption processes in rhyolite domes. These are Ngongotaha Dome, on the west side of Lake Rotorua; Mt Tarawera Volcanic Complex, in the Okataina Caldera Complex; Gebbies Pass, Banks Peninsula; and Mt Somers, South Canterbury. These field areas provide different vertical and horizontal sections through rhyolite dome structures and allow the investigation of internal structures at different levels within a dome. A holistic approach aims to integrate the various physical and chemical processes
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27

Uliana, David A. "The effects of earthquake excitations on reticulated domes." Thesis, Virginia Tech, 1985. http://hdl.handle.net/10919/45667.

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<p>Comparisons were made on the behavior of two full-sized reticulated domes subjected to uniform static loads only and uniform static loads with earthquake excitations. Space truss elements were used in the dome models. The stiffness matrix of the space truss element allows for the nonlinear strain-displacement behavior and the stress-strain behavior of the material is modeled with a bilinear approximation. The nonlinear solution technique is the Newton-Raphson method while the direct integration technique is the Newmark- Beta method.</p> <p>The joint displacements for the static and
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28

Chen, Gengbo. "Probability-Based Buckling Design of Single-Layer Reticulated Domes." Thesis, The University of Sydney, 2017. https://hdl.handle.net/2123/27507.

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The stability check of single-layer reticulated shells is currently based on the Allowable Strength Design (ASD) method without reliability significance. This thesis presents a comprehensive study for developing a system reliability-based design procedure for the buckling analysis of single-layer reticulated shells by advanced analysis (geometric and material nonlinear analysis with imperfections). The impediment to adopt a probabilistic-based design method for reticulated shell structures is the difficulty in performing statistical evaluation of the buckling strength of such structures with
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29

Raghu, K. K. "Automatic mesh generation and finite element analysis of a triax dome." Thesis, This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-03122009-040414/.

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30

Rahimi, Noshnagh Akbar. "Suspen-domes : study of the behaviour and the design." Thesis, University of Surrey, 2012. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.580343.

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In recent years, a new type of hybrid dome structure called "suspen-dome" has become popular. The suspen-dome system is evolved as a combination of two structural systems, namely a single-layer dome and a cable-dome. This marriage of the two systems has proven to be highly successful, making it possible to combine the advantages of both systems. The upper part of a suspen-dome consists of a single-layer rigidly-jointed lattice dome and the lower part consists of a system of cables that are connected to the upper part of the dome by a series of struts. In fact, a suspen-dome is a double-layer l
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31

Zessin, Jennifer Furstenau. "Collapse analysis of unreinforced masonry domes and curving walls." Thesis, Massachusetts Institute of Technology, 2012. http://hdl.handle.net/1721.1/70879.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Architecture, 2012.<br>This electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections.<br>Cataloged from student-submitted PDF version of thesis.<br>Includes bibliographical references (p. 176-182).<br>The safety and assessment of historic masonry structures continues to be a challenge for most analysts, especially for more complex buildings. Historic masonry structures have great cultural and economic value, but engineers have not examined the col
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32

Steinmann, Marc. "Die Westfassade des Kölner Domes : der mittelalterliche Fassadenplan F /." Köln : Kölner Dom, 2003. http://catalogue.bnf.fr/ark:/12148/cb40939971t.

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33

Davalos, Julio F. "Geometrically nonlinear finite element analysis of a glulam timber dome." Diss., Virginia Polytechnic Institute and State University, 1989. http://hdl.handle.net/10919/54509.

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A finite element modeling and geometrically nonlinear static analysis of glued-laminated timber domes is presented. The modeling and analysis guidelines include: the generation of the geometry, the selection of finite elements to model the components of a dome (beams, purlins, connections, and tension ring), the specification of boundary conditions, the specification of material properties, the determination of a sufficiently accurate mesh, the determination of design loads and the specification of load combinations, the application of analysis procedures to trace the complete response of the
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34

Tsang, Moses T. "3-D finite element beam/connector model for a glulam dome cap." Thesis, This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-09052009-040556/.

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35

Baricci, Riccardo Andrea. "Structural Analysis and Form-Finding of Mycelium-Based Monolithic Domes." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2016. http://amslaurea.unibo.it/11296/.

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As sustainability becomes an integral design driver for current civil structures, new materials and forms are investigated. The aim of this study is to investigate analytically and numerically the mechanical behavior of monolithic domes composed of mycological fungi. The study focuses on hemispherical and elliptical forms, as the most typical solution for domes. The influence of different types of loading, geometrical parameters, material properties and boundary conditions is investigated in this study. For the cases covered by the classical shell theory, a comparison between the analytical an
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36

Domes, Stephanie [Verfasser]. "Überstrukturen aus PEO-PCL-Blockcopolymeren für medizinische Anwendungen / Stephanie Domes." München : Verlag Dr. Hut, 2011. http://d-nb.info/1015605001/34.

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37

Cipriani, Barbara. "Development of construction techniques in the Mamluk domes of Cairo." Thesis, Massachusetts Institute of Technology, 2005. http://hdl.handle.net/1721.1/33745.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Architecture, 2005.<br>Includes bibliographical references (leaves 113-117).<br>This dissertation reconstructs the building features, the construction methods and the esthetic and structural changes of the Mamluk Mausolea in Cairo (1250-1517 A.D.); a special attention is dedicated to the domes that cover all the Mausolea and that represent an example of high expertise in Mediaeval architecture. This works document several stages of their construction from the Mausoleum of As- Sawabi, 1285 A.D. to the Funerary Complex of Amir Qurqum
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38

Clements, James Wesley. "Laramide stress conditions and deformations mechanisms during the formation of Hudson and Dallas Domes, Lander Quadrangle, Wind River Mountains, Lander, Wyoming." Diss., Columbia, Mo. : University of Missouri-Columbia, 2008. http://hdl.handle.net/10355/5640.

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Thesis (M.S.)--University of Missouri-Columbia, 2008.<br>The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file and four media files (media file 1.pdf, media file 2.pdf, media file 3.pdf, and media file 4.pdf) Title from title screen of research.pdf file (viewed on August 25, 2008) Vita. Includes bibliographical references.
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39

Dinic, George. "Hard impact of reinforced concrete domes, circular slabs and fender materials." Thesis, Imperial College London, 2011. http://hdl.handle.net/10044/1/7764.

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40

Domes, Daniel [Verfasser]. "Untersuchungen zum Einsatz von unipolaren SiC Leistungshalbleiterbauelementen in Antriebsstromrichtern / Daniel Domes." Aachen : Shaker, 2009. http://d-nb.info/1126378844/34.

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41

DE, LUCIA GIULIA. "High performance cable systems for the seismic protection of historical domes." Doctoral thesis, Politecnico di Torino, 2018. http://hdl.handle.net/11583/2711583.

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The protection of cultural heritage against natural hazards, such as earthquakes, represents a question of maximum priority, especially in those countries, like Italy, that are characterized by high or medium seismicity and a huge number of historical heritage buildings. A great amount of theoretical and experimental researches has been produced in the last decades in order to mitigate the seismic risk of heritage structures. Such an effort has resulted in some important documents, including deontological standards, guidelines, and regulations. This PhD research focuses on using high performa
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42

Huang, Chiung-Yu. "Geometrically nonlinear finite element analysis of a lattice dome." Thesis, Virginia Tech, 1989. http://hdl.handle.net/10919/44650.

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<p>The geometry and the finite element method modelling of a lattice dome is presented. Linear analyses and geometrically nonlinear analyses of the dome are performed. In addition, a buckling load prediction method is studied and extended to the multiple load distributions. The results obtained from linear analyses are checked against the requirements of NDS, National Design Standard.<br>Master of Science
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43

Feller-Kniepmeier, Monika [Verfasser]. "Der spätgotische Lettner des Magdeburger Domes und sein Kreuzaltar / Monika Feller-Kniepmeier." Berlin : Freie Universität Berlin, 2012. http://d-nb.info/1026790077/34.

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44

Roche, John Joseph. "The design and analysis of shallow spherical domes constructed from triangular panels." Thesis, University of Cambridge, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.334193.

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45

Kani, I. M. "A theoretical and experimental investigation of the collapse of shallow reticulated domes." Thesis, University of Cambridge, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.372296.

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46

Santos, Luciano Barbosa dos. "Contribuições ao estudo das cúpulas metálicas." Universidade de São Paulo, 2005. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-07112006-112533/.

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Este trabalho aborda, de uma forma geral, os sistemas estruturais normalmente adotados no projeto de cúpulas metálicas. Foi dado ênfase a um arranjo derivado do sistema Schwedler, recentemente utilizado em projetos desenvolvidos no interior do estado de São Paulo. O trabalho pode ser divido em duas partes, a primeira delas versando sobre as ligações que compunham o sistema estrutural estudado, e a segunda versando sobre a influência dessas ligações no comportamento da estrutura e sobre a influência da forma de contraventamento. As ligações foram estudadas sob dois aspectos diferentes, que fora
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47

Noran, Julia. "EFFECTS OF PATCH SIZE AND MATRIX TYPE ON BIRD ASSEMBLAGES WITHIN CENTRAL FLORIDA CYPRESS DOMES." Master's thesis, University of Central Florida, 2006. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/2963.

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The numerous studies on the effects of patch size on bird assemblages have produced varied results. I studied the effects of patch size and surrounding matrix on bird assemblages within central Florida cypress domes. My null hypothesis was that bird assemblages within cypress domes are unaffected by dome size or development in the matrix around the dome. My alternative hypothesis was that differences in bird assemblages are correlated with size and the degree of development within the matrix. I classified a pool of over a thousand domes according to three size categories and four matrix types.
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48

Johnson, Shannon D. "Structural geology of the Usakos Dome in the Damara Belt, Namibia." Thesis, Stellenbosch : Stellenbosch University, 2005. http://hdl.handle.net/10019.1/50457.

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Thesis (MSc)--Stellenbosch University, 2005.<br>ENGLISH ABSTRACT: The northeast-trending south Central Zone (sCZ) of the Pan-African Damara belt in central Namibia is structurally characterized by kilometer-scale, northeast-trending dome structures developed in Neoproterozoic rocks of the Damara Sequence. A number of different structural models have been proposed for the formation of these domes in the literature. This study describes the structural geology of the Usakos dome. The study discusses the structural evolution of the dome within the regional framework of the cSZ that represen
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49

Scott, Jeannie A. J. "Origin and evolution of the Santiaguito lava dome complex, Guatemala." Thesis, University of Oxford, 2013. http://ora.ox.ac.uk/objects/uuid:d6e6be78-4464-4b6d-b236-46e22ff8826d.

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Subduction zone volcanoes are a major natural hazard, frequently endangering lives and livelihoods. The eruptive history of many subduction zone volcanoes includes the extrusion of blocky, silicic lava that forms domes or flows, but we do not yet understand what determines the duration of dome-forming behaviour, what path magma may take to the surface, or how these systems may change over time. This thesis presents an investigation of the Santiaguito complex of lava domes and flows in Guatemala, which has been erupting continuously since its inception in 1922. The Santiaguito lavas are predomi
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50

Platt, Gerald D. "Wind effects on a hemispherical dome." Thesis, Virginia Polytechnic Institute and State University, 1986. http://hdl.handle.net/10919/101360.

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A review of the past wind tunnel experiments involving the measurement of pressures over the surface of a hemispherical dome is made, and the flow parameters of these experiments are compared. A hemispherical dome is subjected to a flow in the open-throat wind tunnel at VPI&SU, and the resulting pressure measurements are given. An experiment utilizing the 6-ft square stability wind tunnel at VPI&SU to measure the pressures over the surface of a hemispherical dome is organized but not conducted. ABAQUS, a nonlinear finite element program, is used to analyze a hemispherical, lamella dome subje
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