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Recently, an indirect displacement estimation method using data fusion of acceleration andstrain (i.e., acceleration-strain-based method) has been developed. Though the method showed goodperformance on beam-like structures, it has inherent limitation in applying to more general types of bridgesthat may have complex shapes, because it uses assumed analytical (sinusoidal) mode shapes to map themeasured strain into displacement. This paper proposes an improved displacement estimation method thatcan be applied to more general types of bridges by building the mapping using the finite element model ofthe structure rather than using the assumed sinusoidal mode shapes. The performance of the proposedmethod is evaluated by numerical simulations on a deck arch bridge model and a three-span truss bridgemodel whose mode shapes are difficult to express as analytical functions. The displacements are estimatedby acceleration-based method, strain-based method, acceleration-strain-based method, and the improvedmethod. Then the results are compared with the exact displacement. An experimental validation is alsocarried out on a prestressed concrete girder bridge. The proposed method is found to provide the bestestimate for dynamic displacements in the comparison, showing good agreement with the measurements aswell.

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