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Traunbrücke Steyrermühl  -  Sprengungsüberwachung mit BRIMOS® Structural Health Monitoring

Beurteilung der Auswirkung der Sprengung des Richtungstragwerks Salzburg auf den Bestand Richtungstragwerk Wien

Author(s):



Medium: journal article
Language(s): German
Published in: Bautechnik, , n. 3, v. 88
Page(s): 189-198
DOI: 10.1002/bate.201110019
Abstract:

Blast of the Westbound Bridge Structure and Evaluation of its Affection on the remaining Eastbound Bridge Structure with BRIMOS® Structural Health Monitoring.

The bridge object is part of the A1 highway and was constructed in 1959. It is composed of 18-spans (reinforced concrete) and has a total length of 240,45 m. While the bridge structure — related with the driving direction Salzburg — was removed (blown) in August 2010, the remaining structure (driving direction Vienna) was monitored in order to evaluate the impact of the blasting with regard to its structural safety and operability. The investigation was focused on the primary load-bearing structure (arch).
Due to the fact that an initial dynamic measurement with BRIMOS® has been conducted already in 2005, the prevailing investigation (measurement 2010) could be configured more efficiently. Measurements at selected single bridge locations (HOT SPOTS) enabled a comprehensive documentation and quantification of the bridge's decisive structural behaviour and possible changes respectively. A direct comparison after 5 years of structural service life shows the progression of the measured structural resistance over time (bridge deck under the influence of traffic load and the bridge blasting).

Keywords:
load-bearing capacity dynamic bridge measurement
Available from: Refer to publisher

Structures and Projects

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/bate.201110019.
  • About this
    data sheet
  • Reference-ID
    10064782
  • Published on:
    05/04/2011
  • Last updated on:
    30/09/2018
 
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