Journal
STRUCTURE AND INFRASTRUCTURE ENGINEERING
Volume 12, Issue 12, Pages 1566-1572Publisher
TAYLOR & FRANCIS LTD
DOI: 10.1080/15732479.2016.1151447
Keywords
Reinforced concrete; deterioration; loads; probability; structural engineering; time-dependent reliability
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Funding
- National Natural Science Foundation of China [51578315]
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Concrete structures may deteriorate over time due to aggressive service environments, leading to a reduction in their strengths, stiffnesses and reliabilities. In general, the assessment of time-dependent reliability of ageing structures must consider uncertainties in structural deterioration as well as non-stationarities in the structural load processes. This paper develops an approximate method for assessing the impact of structural deterioration and non-stationary live loads on structures, which requires only low-dimensional integration and reduces the cost of assessing time-dependent reliability over a service life extending to 50years significantly. This approximate method is demonstrated through several examples. The importance of non-stationarities in the resistance and load processes on time-dependent reliability is illustrated and the accuracy of the method is confirmed in several cases utilising Monte Carlo simulation.
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