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- W2024334477 abstract "The structure of concrete bridge is usually large in dimension and the structural state information is heavily impacted bymany complicated factors. Especially, the influence of temperature to the structural responses is very significant andthis influence varies distinctly with the sun shine, sharp descent of temperature and season changing. Consequently, theexistence of temperature effect will result in a greatly complicated variation of the structural responses, adding greatdifficulty in the effective extraction of structural health information for safety assessment of bridges. In this paper, Inorder to realize the effective assessment of the structural safety of concrete bridges, according to the correlatingcharacteristic between temperature and structural response (such as strain or deflection) of the bridge, the experientialregressive equation is decided by regressive analysis of temperature and structural response, and further more thetemperature effect is separated from the total response. Finally, an application example is given out for demonstration.The results indicate that the response residual after elimination of temperature effect remains only the effect ofstructural variety under loads (including dead load and live load), which can be used as the foundation information forstructural safety assessment of concrete bridges." @default.
- W2024334477 created "2016-06-24" @default.
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- W2024334477 date "2009-03-26" @default.
- W2024334477 modified "2023-09-23" @default.
- W2024334477 title "Separating temperature effect from state monitoring of concrete bridges" @default.
- W2024334477 doi "https://doi.org/10.1117/12.817848" @default.
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