Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 3 Shamim Pakzad,Caicedo Juan Conference proceedings 2016 The Society for Experim

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Conference proceedings 2016 Modal Parameter Identifi cation.? Dynamic Testing of Civil Structures.? Human Induced Vibrations of Civil Structures.? Model Updating.? Operational Modal Analysis.? Damage Detection.? Bridge Dynamics.? Experimental Techniques for Civil Structures.? Hybrid testing.? Vibration Control of Civil Structures.

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2191-5644 Structures.? Model Updating.? Operational Modal Analysis.? Damage Detection.? Bridge Dynamics.? Experimental Techniques for Civil Structures.? Hybrid testing.? Vibration Control of Civil Structures.978-3-319-80644-0978-3-319-29751-4Series ISSN 2191-5644 Series E-ISSN 2191-5652

巨頭

Komal Jayaswal,Veerendra Sahu,B. R. Gurjarection in case of ambient vibrations dealing with output-only modal analysis. In addition, comparisons and discussions on the proposed method with other methods, such as stochastic subspace identification and wavelet-based energy index, are also presented.

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Yu. Dekhtyar,M. Komars,M. Sneiderswback most of the time, and a more robust Bayesian regression tool where GP inference is tractable is needed. In this work a combination of data projection and a non-standard heteroscedastic GP is presented as means of visualising and exploring SHM data.

FIS

Kristyna Buzkova,Denisa Albrechtovahen be used to assess the seismic performance of the bridge in accordance with the new Canadian Highway Bridge Design Code, 2015, and this study only presents the results of the first of this assessment: the FE model updating of the bridge.

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Exploring Environmental and Operational Variations in SHM Data Using Heteroscedastic Gaussian Procewback most of the time, and a more robust Bayesian regression tool where GP inference is tractable is needed. In this work a combination of data projection and a non-standard heteroscedastic GP is presented as means of visualising and exploring SHM data.

Infirm

Finite Element Model Updating of French Creek Bridge,hen be used to assess the seismic performance of the bridge in accordance with the new Canadian Highway Bridge Design Code, 2015, and this study only presents the results of the first of this assessment: the FE model updating of the bridge.