Technical Paper
Feb 1, 2016

Mode Shape Expansion for Lively Pedestrian Bridges through Kriging

Publication: Journal of Bridge Engineering
Volume 21, Issue 6

Abstract

This paper investigates the use of kriging as a powerful tool for mode shape interpolation in flexible pedestrian bridges. Kriging can be used to interpolate a set of sparse mode shape coordinates obtained through experimental modal identification techniques onto a dense structure geometry, leading to better mode shape visualization and efficient model updating. Kriging does not require a finite-element (FE) model (analytical modes) to be available a priori, as it is purely statistical in nature. Despite this key advantage, kriging has not been adopted for mode shape interpolation due in part to the relative lack of exposure within the modal analysis community and the arbitrariness of the parameter defining the spatial correlation between discrete geometry points. The first objective of this paper is to describe kriging in detail, especially focusing on pedestrian bridges. Second, modifications to the computational procedure for kriging are presented with a new metric to automatically tune the correlation parameter and a batch process to undertake kriging for mode shape interpolation. Details of the procedure are discussed through both numerical and experimental field data obtained from flexible pedestrian bridges. It is anticipated that through the modifications described in this paper, kriging will spur greater interest from the pedestrian bridge modal analysis community.

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Acknowledgments

The corresponding author would like to thank the Alexander von Humboldt Foundation for providing financial support for his research stay during 2013 in Berlin, Germany, where the initial ideas for this work were conceived and the field study on Kochenhofsteg was undertaken. Financial support provided by the Natural Sciences Engineering Research Council of Canada through their Discovery Grants program, which enabled the first author to travel to and conduct a part of this research in Canada in 2013 is also gratefully acknowledged.

References

Allemang, R. J., and Brown, D. L. (1982). “A correlation coefficient for modal vector analysis.” Proc., 1st Int. Modal Analysis Conf., Union College Press, Orlando, FL, 110–116.
Avitabile, P. (2005). “Model reduction and model expansion and their applications—Part 1: Theory.” Proc., 23rd Int. Modal Analysis Conf., Orlando, FL.
Balmès, E. (2000). “Review and evaluation of shape expansion methods.” Proc., 18th Int. Modal Analysis Conf., San Antonio, TX, 555–561.
Brincker, R., Skafte, A., López-Aenlle, M., Sestieri, A., D’Ambrogio, W., and Canteli, A. (2014). “A local correspondence principle for mode shapes in structural dynamics.” Mech. Syst. Sig. Process., 45(1), 91–104.
Brincker, R., Zhang, L., and Andersen, P. (2000). “Modal identification from ambient responses using frequency domain decomposition.” Proc., 18th Int. Modal Analysis Conf. (IMAC), San Antonio, TX, 625–630.
Buhmann, M. D. (2003). Radial basis functions: Theory and implementations, Cambridge University Press, New York.
Chang, M., and Pakzad, S. (2014). “Optimal sensor placement for modal identification of bridge systems considering number of sensor nodes.” J. Bridge Eng., 04014019.
Gu, L. (2003). “Moving kriging interpolation and element-free Galerkin method.” Int. J. Numer. Methods Eng., 56(1), 1–11.
Holgate, A. (1997). The art of structural engineering: The work of Jörg Schlaich and his team, Vol. 236, Edition Axel Menges, Berlin.
Krige, D. (1951). “A statistical approach to some mine valuation and allied problems on the Witwatersrand.” Ph.D. thesis, Univ. of the Witwatersrand, Johannesburg, South Africa.
Li, J., and Heap, A. D. (2011). “A review of comparative studies of spatial interpolation methods in environmental sciences: Performance and impact factors.” Ecol. Inf., 6(3–4), 228–241.
MATLAB [Computer software]. The MathWorks, Natick, MA.
Morlier, J., Chermain, B., and Gourinat, Y. (2009). “Original statistical approach for the reliability in modal parameters estimation.” Proc., 27th Int. Modal Analysis Conf., Orlando, FL.
O’Callahan, J., Avitabile, P., and Riemer, R. (1989). “System equivalent reduction expansion process (SEREP).” Proc., 7th Int. Modal Analysis Conf., Vol. 7, Las Vegas, NV, 29–37.
Sacks, J., Schiller, S. B., and Welch, W. J. (1989). “Designs for computer experiments.” Technometrics, 31(1), 41–47.
Sadhu, A., Goldack, A., and Narasimhan, S. (2015). “Ambient modal identification using multi-rank parallel factor decomposition.” J. Struct. Control Health Monit, 22(4), 595–614.
Sadhu, A., Hazra, B., and Narasimhan, S. (2013). “Decentralized modal identification of structures using parallel factor decomposition and sparse blind source separation.” Mech. Syst. Sig. Process., 41(1–2), 396–419.
Sadhu, A., Narasimhan, S., and Goldack, A. (2014). “Decentralized modal identification of a pony truss pedestrian bridge using wireless sensors.” J. Bridge Eng., 04014013.
Shepard, D. (1968). “A two-dimensional interpolation function for irregularly-spaced data.” Proc., 1968 23rd ACM National Conf., ACM ‘68, Association of Computer Machinery, New York, 517–524.
Simon, P. (2014). “A comparison of blind source separation methods for the identification of modal parameters of pedestrian bridges.” Master’s thesis, Technical Univ. Berlin.
Sychterz, A., Sadhu, A., Narasimhan, S., and Walbridge, S. (2013). “Results from modal testing of the Daigneault creek bridge.” CSCE 2013 General Conf.-Congrés général 2013 de la SCGC, Vol. 301, Canadian Society for Civil Engineering, Montréal, 1.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 21Issue 6June 2016

History

Received: May 7, 2015
Accepted: Oct 6, 2015
Published online: Feb 1, 2016
Published in print: Jun 1, 2016
Discussion open until: Jul 1, 2016

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Authors

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Patrick Simon
Graduate Student, Technische Universität Berlin, Fachgebiet Entwerfen und Konstruieren-Massivbau, Sekretariat TIB1-B2, Gustav-Meyer-Allee 25, 13355 Berlin, Germany.
Arndt Goldack, Dr.Eng.
Scientific Staff, Technische Universität Berlin, Fachgebiet Entwerfen und Konstruieren-Massivbau, Sekretariat TIB1-B2, Gustav-Meyer-Allee 25, 13355 Berlin, Germany.
Sriram Narasimhan, Ph.D., P.Eng., M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave. West Waterloo, Ontario, Canada N2L 3G1 (corresponding author). E-mail: [email protected]

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