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Automating data management in science and engineeringWason, Jasmin Lesley January 2001 (has links)
No description available.
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Transport studies in GaAs/AIGaAs V-groove quantum wiresLarkin, Victoria January 2002 (has links)
No description available.
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Interactive numerical simulation of riser interference phenomena in offshore structures /Jester, William Andrew, January 2000 (has links)
Thesis (Ph. D.)--University of Texas at Austin, 2000. / Vita. Includes bibliographical references (leaves 235-255). Available also in a digital version from Dissertation Abstracts.
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Numerical methods in wave loading of large offshore structures /Chau, Fun-pang. January 1985 (has links)
Thesis--M. Phil., University of Hong Kong, 1985.
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Design of Continuous Prestressed Concrete Spliced Girder BridgesParchure, Akshay 16 December 2013 (has links)
Traditionally, prestressed concrete girder bridges are limited to 150 ft span lengths in Texas due to restrictions on handling and transportation. An effective way of increasing span lengths of precast, prestressed concrete girder bridges is demonstrated using splicing technique. In spliced girder bridges, precast girder segments are transported in shorter segments for handling and transportation and then spliced together to form long-span continuous bridges. Different methods are explored for construction of spliced girder bridges. Two application examples are developed to demonstrate the design of continuous prestressed concrete spliced girder bridges for both shored and partially shored methods of construction. A three-span bridge having a span configuration of 190-240-190 ft is considered for both examples. Advantages and dis-advantages of each method of construction are discussed. Construction issues that should be considered in the design are highlighted. The results of this study indicate that span lengths up to 240 ft are achievable using standard Tx70 girders with the help of splicing techniques. A parametric study is performed to further explore the design space of spliced girder bridges. The results of the parametric study, along with critical design issues that were identified, are highlighted and related recommendations are provided. The results of this study will be of significant interest to bridge engineers and researchers for guidance in implementing spliced girder bridges in Texas and other states.
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Les structures narratives dans l’œuvre de Gérard BouchardKillips, Dianne A. Unknown Date
No description available.
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Crushing properties of hexagonal adhesively bonded honeycombs loaded in their tubular directionFavre, Benoit. January 2007 (has links)
Thesis (M. S.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2007. / Committee Chair: Mulalo Doyoyo; Committee Co-Chair: Reginald Desroches; Committee Member: Laurence J. Jacobs.
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Contribution à l'étude expérimentale de l'amortissement en pilonnement des plates-formes semi-submersibles /Le Marchand, Eric, January 1900 (has links)
Th. univ.--Université de Nantes--Ecole nationale supérieure de mécanique, 1987. / 1988 d'après la déclaration de dépôt légal. Bibliogr. p. 112-119.
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Geophysical field study of the Slate Islands cryptoexplosion siteBengtson, Mark Eric. January 1984 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1984. / Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 77-83).
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Some sedimentary structures in the Stanley Group Central Ouachita Mountains, OklahomaHill, John Gilmore. January 1962 (has links)
Thesis (M.S.)--University of Wisconsin, 1962. / eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (p. 51-55).
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