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Steel Bridge SHM in Isfahan: Bridge Over Zayandehrod River

 Steel Bridge SHM in Isfahan: Bridge Over Zayandehrod River
Autor(en): ,
Beitrag für IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, veröffentlicht in , S. 822-823
DOI: 10.2749/222137810796063922
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Felezi Bridge was built in Esfahan on the Zayandeh-Rood River in 1957. This bridge has five spans and the bridge deck has been installed on four concrete piers in middle and two abutments on both e...
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Bibliografische Angaben

Autor(en):

Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010
Veröffentlicht in:
Seite(n): 822-823 Anzahl der Seiten (im PDF): 7
Seite(n): 822-823
Anzahl der Seiten (im PDF): 7
Jahr: 2010
DOI: 10.2749/222137810796063922
Abstrakt:

Felezi Bridge was built in Esfahan on the Zayandeh-Rood River in 1957. This bridge has five spans and the bridge deck has been installed on four concrete piers in middle and two abutments on both ends. Pursuing the bridge seismic rehabilitation plan of the Esfahan municipality, a comprehensive study of the said bridge was accomplished. Visual inspection and non-destructive tests results indicate some failures including rust, efflorescence, crack, scour, and settlement in some parts of the bridge. Also modeling and computerized analysis of the bridge structure using the recommended methods by the FHWA code specified the weak points of the structure under the gravity load, service load and seismic loads.

Then the final sum-up and assessment of the bridge vulnerability as well as the bridge vibration improvement recommendations were made based on the results of visual inspection, non-destructive tests and the bridge structure analysis.

Stichwörter:
Brücke Analyse Erdbebenlast Sichtprüfung