A two-stage fast Bayesian spectral density approach for ambient modal analysis. Part II: Mode shape assembly and case studies

Abstract A two-stage fast Bayesian spectral density approach based on a novel variable separation technique for ambient modal analysis was formulated in the companion paper. In full-scale operational modal tests covering a number of locations, the dofs of interest are usually measured or processed separately in individual setups so that a set of local mode shapes are obtained. The difficulty on how to assemble these local mode shapes to form overall mode shapes is a problem not addressed in the companion paper that needs to be resolved properly. This study presents a theory to assemble the local mode shapes using the Bayesian statistical framework so that the data quality of different clusters can be accounted for automatically. The optimal global mode shape can be obtained by a fast iterative scheme, while the associated uncertainties can be derived analytically. The theory described in Part I and II of this work is applied to modal identification using synthetic data and field data measured from two laboratory models equipped with wireless sensors. Successful validation of the proposed method demonstrates the potential for Bayesian approaches to accommodate multiple uncertainties for ambient modal analysis.

[1]  Wang-Ji Yan,et al.  Operational Modal Parameter Identification from Power Spectrum Density Transmissibility , 2012, Comput. Aided Civ. Infrastructure Eng..

[2]  Lambros S. Katafygiotis,et al.  Bayesian spectral density approach for modal updating using ambient data , 2001 .

[3]  Filipe Magalhães,et al.  Damping Estimation Using Free Decays and Ambient Vibration Tests , 2010 .

[4]  Siu-Kui Au Assembling mode shapes by least squares , 2011 .

[5]  Lambros S. Katafygiotis,et al.  Application of a Statistical Model Updating Approach on Phase I of the IASC-ASCE Structural Health Monitoring Benchmark Study , 2004 .

[6]  Lambros S. Katafygiotis,et al.  Efficient model updating and health monitoring methodology using incomplete modal data without mode matching , 2006 .

[7]  S. Au Fast Bayesian ambient modal identification in the frequency domain, Part II: Posterior uncertainty , 2012 .

[8]  Sung-Han Sim,et al.  Development and Application of High-Sensitivity Wireless Smart Sensors for Decentralized Stochastic Modal Identification , 2012 .

[9]  L. Katafygiotis,et al.  A two-stage fast Bayesian spectral density approach for ambient modal analysis. Part I: Posterior most probable value and uncertainty , 2015 .

[10]  Ka-Veng Yuen,et al.  Ambient interference in long-term monitoring of buildings , 2010 .

[11]  Jr B. F. Spencer,et al.  Structural Health Monitoring Using Smart Sensors , 2007 .

[12]  Subspace identification for structural health monitoring , 2011 .

[13]  Siu-Kui Au,et al.  Fast Bayesian Ambient Modal Identification Incorporating Multiple Setups , 2012 .

[14]  Chih-Chen Chang,et al.  Nonlinear Identification of Lumped-Mass Buildings Using Empirical Mode Decomposition and Incomplete Measurement , 2010 .

[15]  Siu-Kui Au,et al.  Fast Bayesian FFT Method for Ambient Modal Identification with Separated Modes , 2011 .

[16]  Ka-Veng Yuen,et al.  Structural health monitoring of Canton Tower using Bayesian framework , 2012 .

[17]  K. Yuen Bayesian Methods for Structural Dynamics and Civil Engineering , 2010 .

[18]  S. Au Fast Bayesian ambient modal identification in the frequency domain, Part I: Posterior most probable value , 2012 .