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• W2183642518 abstract "This paper describes a theoretical and experimental research work in relation to the system identification of an steel arch bridge. This bridge forms part of the Spanish highway network and is located about 30 km at the south of Granada (Spain). Ambient vibration tests were conducted during two days and the response of the structure was measured at selected points. The scope of this paper is present some modal identification results obtained using state-of-the-art time domain system identification method (data-driven stochastic subspace algorithms) applied to the ambient vibration data measured in two of this points. Point parameter estimation and interval parameter estimation are presented. A complete method for interval parameter estimation using state space models and subspace system identification is developed. This method includes the construction of a plot similar to stabilization diagram which permits differentiate system modes from spurious modes for a given system order. Additionally, the obtained experimental results are compared with those from a three dimensional finite element analysis." @default.
• W2183642518 created "2016-06-24" @default.
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• W2183642518 date "2009-08-14" @default.
• W2183642518 modified "2023-10-16" @default.
• W2183642518 title "Computational Methods for Identification of Vibrating Structures" @default.
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• W2183642518 doi "https://doi.org/10.4203/ccp.91.176" @default.
• W2183642518 hasPublicationYear "2009" @default.
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