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Optimal seismic retrofit strategy selection of deteriorating concrete structures
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Engineering and Bridges.
2012 (English)In: Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management, Taylor & Francis Group, 2012, 3568-3575 p.Conference paper, Published paper (Refereed)
Abstract [en]

This paper presents a robust/repeatable approach for identification of the optimal retrofit strategy for structures in seismic zones which is probabilistically based and ultimately objective. The approach addresses the issues of (i) computational complexity vs. efficiency in modeling structures in seismic zones, (ii) the formulation of the structures seismic vulnerability probabilistically through the use of fragility curves and (iii) the incorporation of varying seismic retrofit options into these fragility curves to identify the optimal rehabilitation strategy for a structure as a function of condition. The overall aim and result is the optimization of retrofit budgets.

Place, publisher, year, edition, pages
Taylor & Francis Group, 2012. 3568-3575 p.
National Category
Civil Engineering
Identifiers
URN: urn:nbn:se:kth:diva-100309ISI: 000328502805031Scopus ID: 2-s2.0-84863973348ISBN: 978-041562124-3 (print)OAI: oai:DiVA.org:kth-100309DiVA: diva2:543305
Conference
6th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2012; Stresa, Lake Maggiore; 8 July 2012 through 12 July 2012
Note

QC 20120807

Available from: 2012-08-07 Created: 2012-08-06 Last updated: 2014-10-06Bibliographically approved

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CiteExportLink to record
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Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
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Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
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  • asciidoc
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