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   <dim:field mdschema="dc" element="contributor" qualifier="advisor" lang="en_US">Jerome J. Connor.</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="author" lang="en_US">Brunet, Florent, 1980-</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="other" lang="en_US">Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering.</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="department">Massachusetts Institute of Technology. Department of Civil and Environmental Engineering</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="accessioned">2005-10-14T19:52:08Z</dim:field>
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   <dim:field mdschema="dc" element="date" qualifier="copyright" lang="en_US">2003</dim:field>
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   <dim:field mdschema="dc" element="description" lang="en_US">Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2003.</dim:field>
   <dim:field mdschema="dc" element="description" lang="en_US">Includes bibliographical references (leaves 58-59).</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="abstract" lang="en_US">This thesis examines several remarkable bridges designed by Santiago Calatrava, a Spanish architect-engineer. In those bridges, Calatrava exploits the phenomenon of torsion of the deck to create a certain longitudinal asymmetry. This asymmetry enables the designer to include original features like a big balcony one side of the bridge, "to emphasize the position of the bridge in relationship to the city around it, or the direction of the water, or even the position of the sun. It permits to sensitize the bridge itself, as a phenomenon set into the surrounding landscape" (Conversation with Students, Calatrava). Actually an inclined arch stabilized by steel arms or hangers generates the sufficient torsion defying equilibrium rules. But those structures cannot be considered as classical arch structures. They cannot be classified as usual bridges: they are unique. This complex design is described through four relevant examples of bridges in which Calatrava gradually improved his technical design: the Lusitania Bridge, the La Devesa Footbridge, the Puerto Bridge and the Alameda Bridge. Lastly his most recent design, even more technically advanced than the previous ones, is analyzed with respect to its structural concept, its conceptual design and its exclusive construction process.</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="statementofresponsibility" lang="en_US">by Florent Brunet.</dim:field>
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   <dim:field mdschema="dc" element="publisher" lang="en_US">Massachusetts Institute of Technology</dim:field>
   <dim:field mdschema="dc" element="rights" lang="en_US">M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.</dim:field>
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   <dim:field mdschema="dc" element="subject" lang="en_US">Civil and Environmental Engineering.</dim:field>
   <dim:field mdschema="dc" element="title" lang="en_US">A unique bridge system</dim:field>
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   	&lt;Title>A unique bridge system&lt;/Title>
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   	&lt;PublicationDate>2003&lt;/PublicationDate>
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   	&lt;Abstract>This thesis examines several remarkable bridges designed by Santiago Calatrava, a Spanish architect-engineer. In those bridges, Calatrava exploits the phenomenon of torsion of the deck to create a certain longitudinal asymmetry. This asymmetry enables the designer to include original features like a big balcony one side of the bridge, &amp;quot;to emphasize the position of the bridge in relationship to the city around it, or the direction of the water, or even the position of the sun. It permits to sensitize the bridge itself, as a phenomenon set into the surrounding landscape&amp;quot; (Conversation with Students, Calatrava). Actually an inclined arch stabilized by steel arms or hangers generates the sufficient torsion defying equilibrium rules. But those structures cannot be considered as classical arch structures. They cannot be classified as usual bridges: they are unique. This complex design is described through four relevant examples of bridges in which Calatrava gradually improved his technical design: the Lusitania Bridge, the La Devesa Footbridge, the Puerto Bridge and the Alameda Bridge. Lastly his most recent design, even more technically advanced than the previous ones, is analyzed with respect to its structural concept, its conceptual design and its exclusive construction process.&lt;/Abstract>
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