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Dynamic Response of a Tied Arch Bridge to a Choice of Loading & Operation Conditions: A case study of the Urmia Lake Bridge
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Design and Bridges.
2009 (English)Independent thesis Advanced level (degree of Master (Two Years)), 20 credits / 30 HE creditsStudent thesis
Place, publisher, year, edition, pages
2009.
Series
Trita-BKN-Examensarbete, ISSN 1103-4297 ; 292
Keyword [en]
Arch Bridge, Dynamic Response, Dynamic Amplification Factor, Bearing’s Stiffness, Urmia Lake
Identifiers
URN: urn:nbn:se:kth:diva-36791OAI: oai:DiVA.org:kth-36791DiVA: diva2:431101
Subject / course
Structural Design and Bridges
Uppsok
Technology
Supervisors
Available from: 2011-08-16 Created: 2011-07-15 Last updated: 2011-08-16Bibliographically approved

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Mahan_examensarbete(1781 kB)861 downloads
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3b6889dc7a117f7368a51f9c405e918dc55a68ecbf700c748155cbdbdddd797aeac61f762f1e13d13670c24f58bc82daee1f590268c7a3cbcdf507e448b83335
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CiteExportLink to record
Permanent link

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Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
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More styles
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  • de-DE
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Output format
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