Modellkorrekturfaktoren als "Performance Indikatoren" für die Langzeitbewertung der integralen Marktwasserbrücke S33.24
Author(s): |
Alfred Strauss
Roman Wendner Konrad Bergmeister Michael Reiterer Johann Horvatits |
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Medium: | journal article |
Language(s): | German |
Published in: | Beton- und Stahlbetonbau, April 2011, n. 4, v. 106 |
Page(s): | 231-240 |
DOI: | 10.1002/best.201100003 |
Abstract: |
Monitoring and Influence Lines Based Performance IndicatorsMonitoring is of most practical significance for the design and assessment of new as well as of existing engineering structures. Practical experience and observations show that monitoring can provide the basis for new code specifications or efficient maintenance programs. Moreover, monitoring systems can avoid considerable costs of repairs and inconvenience to the public due to interruptions. This gives rise to the need for a thorough investigation to achieve an effective implementation of recorded monitoring data in numerical or analytical structural models that allow the detection of a deviant behavior from the proposed and the detection of initial deterioration processes. This study attempts to derive a concept for the effective incorporation of monitoring information in numerical models based on the concept of model correction factors. In particular, these studies are performed on the abutment free bridge structure S33.24 that has been proof loaded in February 2010 and monitored since December 2008. A merit of models derived based on monitoring data is that they are directly related to performance indicators which can be used for the assessment of the existing structural capacity and for an efficient life cycle analysis. |
Keywords: |
modeling service life structure monitoring monitoring
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Available from: | Refer to publisher |
Structures and Projects
Structure Types
- About this
data sheet - Reference-ID
10064978 - Published on:
22/06/2011 - Last updated on:
13/08/2014