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Sicherheitsanalyse und statisch konstruktive Ertüchtigung des Naturzugkühlturms Block E im Kraftwerk Niederaußem der RWE-Power AG

Author(s):


Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 5, v. 107
Page(s): 318-327
DOI: 10.1002/best.201200004
Abstract:

Safety analysis and rehabilitation of the natural draft cooling tower Block E at the power plant of Niederaußem

From the moment of their erection, buildings are exposed to weather and loading. They constantly deteriorate.Buildings that have been erected in compliance with the relevant codes are all of a sudden "weak" compared to current codes and regulations.
New and more "close to reality" methods of calculation and better knowledge of the loading situation shows that not all buildings that are built within the regulations of the old codes have the ability to fulfil the actual demands. This applies in particular to the serviceability limit state of the DIN 1045-1.
The report at hand deals with a natural draft cooling tower from 1968 at the power plant of Niederaußem, which has been damaged as a cause of the operation of a subsequently built flue gas discharge unit.
It deals with the surveying of the cooling tower, the estimation of the ultimate limit state with nonlinear methods of calculation and the necessary rehabilitation to guarantee a safe operation during the remaining life time.

Keywords:
plate buckling service life imperfections safety concepts towers shells rehabilitation cooling tower structural preservation eigenmode refurbishing
Available from: Refer to publisher
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/best.201200004.
  • About this
    data sheet
  • Reference-ID
    10066889
  • Published on:
    05/09/2012
  • Last updated on:
    13/08/2014
 
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