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Assessment of existing bridges based on probabilistic methods – Background and proposal for a practical approach

 Assessment of existing bridges based on probabilistic methods – Background and proposal for a practical approach
Author(s): , ,
Presented at IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013, published in , pp. 300-301
DOI: 10.2749/222137813806479070
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The maintenance of existing civil engineering structures is becoming ever more important. The consequence of this is that the realistic assessment of existing structures both from a static - design...
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Bibliographic Details

Author(s):


Medium: conference paper
Language(s): English
Conference: IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013
Published in:
Page(s): 300-301 Total no. of pages: 8
Page(s): 300-301
Total no. of pages: 8
Year: 2013
DOI: 10.2749/222137813806479070
Abstract:

The maintenance of existing civil engineering structures is becoming ever more important. The consequence of this is that the realistic assessment of existing structures both from a static - design point of view as well as in respect of the remaining service life will be one of the main tasks of engineers in the future. Amongst the various scientific methods for assessing the load bearing capacity and serviceability are probabilistic calculation methods. Using these methods, it is possible, based on stochastic models for the loads and resistances to determine, in particular, the failure probability or the reliability of civil engineering structures. The report presents a practical procedure for the assessment of existing structures with the help of probabilistic calculation methods. The advantages of these methods are demonstrated using the example of a 440 m long existing prestressed concrete bridge.

Keywords:
reliability load-bearing capacity probabilistic methods existing bridges monitoring practical approach stochastic models