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- W2999320941 abstract "This paper proposes a method to characterize bridge foundations using live load dynamic strain and acceleration measurements taken from substructure elements during operational loading. These measurements are used to assemble frequency response functions (FRFs) that describe the load-response behavior of the tested foundation element as a function of frequency. This method only requires that a limited number of measurements be performed on the exposed portion of the bridge substructure (piers, columns piles, etc.), and can be performed during daily operational bridge traffic. The direct result of this analysis is an updated boundary condition that be used for modeling of the superstructure in place of the fixed conditions typically used. Furthermore, this method can be used to identify foundation depth and type, verify design parameters, and update finite models of pile and drilled shaft behavior. A case study is presented where dynamic measurements were taken from an in-service drilled shaft." @default.
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- W2999320941 date "2020-04-01" @default.
- W2999320941 modified "2023-10-14" @default.
- W2999320941 title "Foundation identification using dynamic strain and acceleration measurements" @default.
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- W2999320941 doi "https://doi.org/10.1016/j.engstruct.2019.109811" @default.
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