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Seismic Assessment of existing bridges in Croatia

 Seismic Assessment of existing bridges in Croatia
Autor(en): , ORCID,
Beitrag für IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013, veröffentlicht in , S. 330-331
DOI: 10.2749/222137813806501533
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Research on development of seismic assessment procedure for existing bridges will be presented in this paper. Both the linear response spectrum analysis and the nonlinear static pushover method are...
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Bibliografische Angaben

Autor(en):
ORCID

Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013
Veröffentlicht in:
Seite(n): 330-331 Anzahl der Seiten (im PDF): 8
Seite(n): 330-331
Anzahl der Seiten (im PDF): 8
Jahr: 2013
DOI: 10.2749/222137813806501533
Abstrakt:

Research on development of seismic assessment procedure for existing bridges will be presented in this paper. Both the linear response spectrum analysis and the nonlinear static pushover method are used and results were evaluated following the demands defined by current European seismic design codes. At first, this procedure is validated by its application to major Adriatic arch bridges with spans ranging from 200 m to almost 400 m as a part of an extensive project to develop their appropriate maintenance strategy. Seismic assessment is further developed and their suitability is proved at different bridge types.