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Load testing result analysis of the Latvian bridges

 Load testing result analysis of the Latvian bridges
Autor(en): ,
Beitrag für IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013, veröffentlicht in , S. 68-69
DOI: 10.2749/222137813806474228
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The paper presents results obtained from the bridge dynamic load tests for a period of more than 50 years. The main values obtained from the load testing are - the vertical displacement of the deck...
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Bibliografische Angaben

Autor(en):

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): 68-69 Anzahl der Seiten (im PDF): 8
Seite(n): 68-69
Anzahl der Seiten (im PDF): 8
Jahr: 2013
DOI: 10.2749/222137813806474228
Abstrakt:

The paper presents results obtained from the bridge dynamic load tests for a period of more than 50 years. The main values obtained from the load testing are - the vertical displacement of the deck including dynamic load factor, the natural frequency of the bridge, the dynamic increment and the logarithmic decrement. The obtained results show that the natural frequency depends highly on the length of the span, static scheme of the bridge, type of the span cross-section, structural materials, construction methods and bearing type. It was found that the dynamic increment did not depend on the natural frequency, but was dependent on the logarithmic decrement. The logarithmic decrement showed dependency on the length and the types of the span structures.

Stichwörter:
Brücke dynamische Belastung