2016
DOI: 10.1155/2016/6581204
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Multistage Warning Indicators of Concrete Dam under Influences of Random Factors

Abstract: Warning indicators are required for the real-time monitoring of the service conditions of dams to ensure safe and normal operations. Warnings are traditionally targeted at some “single point deformation” by deformation measuring points of concrete dam, and scientific warning theory on “overall deformation” measured is nonexistent. Furthermore, the influences of random factors are not considered. In this paper, the overall deformation of the dam was seen as a deformation system of single interactional observati… Show more

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Cited by 7 publications
(6 citation statements)
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References 12 publications
(14 reference statements)
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“…In recent years, there has been a tendency towards performing probabilistic rather than deterministic calculations [21,22]. This approach allows considering the uncertainty associated with the value of certain parameters, such as the strength of the concrete or foundation.…”
Section: Consideration Of Uncertainty On Model Parametersmentioning
confidence: 99%
“…In recent years, there has been a tendency towards performing probabilistic rather than deterministic calculations [21,22]. This approach allows considering the uncertainty associated with the value of certain parameters, such as the strength of the concrete or foundation.…”
Section: Consideration Of Uncertainty On Model Parametersmentioning
confidence: 99%
“…Mechanical parameters are usually obtained from laboratory or in situ tests. However, the results of laboratory tests are influenced by sample disturbance, and in situ tests cannot be conducted extensively due to workload limitations [2].…”
Section: Introductionmentioning
confidence: 99%
“…Prior studies on monitoring index determined by mathematical model have focused on the methods of confidence interval, small probability, and statistical model [5,6] which have been commonly used in numerous projects. However, due to the lack of consideration about spaciousness and fuzziness as well as randomness for multipoint monitoring in these methodologies, in recent years, Lei et al [7] proposed the early warning index of spatial deformation of high concrete 2 Mathematical Problems in Engineering dams based on deformation entropy; G. Yang and M. Yang [8] proposed the determination method of multistage warning indicators for the overall deformation of concrete dam regarding fuzziness and randomness; Qin et al [9] combined comprehensive block displacement with multidimensional confidence region method to diagnose the safety of concrete double-curvature arch dam in Sichuan Province, China. Although it is convenient for engineers to determine deformation monitoring index by these mathematical models, the calculated displacement is the only alarm value or extreme value when the dam has experienced the extreme load case combinations in the long-term monitoring data.…”
Section: Introductionmentioning
confidence: 99%