Browse > Article
http://dx.doi.org/10.12989/sem.2012.43.3.371

Robust finite element model updating of a large-scale benchmark building structure  

Matta, E. (Department of Structural and Geotechnical Engineering, Politecnico di Torino)
De Stefano, A. (Department of Structural and Geotechnical Engineering, Politecnico di Torino)
Publication Information
Structural Engineering and Mechanics / v.43, no.3, 2012 , pp. 371-394 More about this Journal
Abstract
Accurate finite element (FE) models are needed in many applications of Civil Engineering such as health monitoring, damage detection, structural control, structural evaluation and assessment. Model accuracy depends on both the model structure (the form of the equations) and the model parameters (the coefficients of the equations), and can be generally improved through that process of experimental reconciliation known as model updating. However, modelling errors, including (i) errors in the model structure and (ii) errors in parameters excluded from adjustment, may bias the solution, leading to an updated model which replicates measurements but lacks physical meaning. In this paper, an application of ambient-vibration-based model updating to a large-scale benchmark prototype of a building structure is reported in which both types of error are met. The error in the model structure, originating from unmodelled secondary structural elements unexpectedly working as resonant appendages, is faced through a reduction of the experimental modal model. The error in the model parameters, due to the inevitable constraints imposed on parameters to avoid ill-conditioning and under-determinacy, is faced through a multi-model parameterization approach consisting in the generation and solution of a multitude of models, each characterized by a different set of updating parameters. Results show that modelling errors may significantly impair updating even in the case of seemingly simple systems and that multi-model reasoning, supported by physical insight, may effectively improve the accuracy and robustness of calibration.
Keywords
model updating; modelling errors; multi-model parameterization; ambient vibration; secondary structural elements; resonant appendages;
Citations & Related Records
Times Cited By KSCI : 6  (Citation Analysis)
연도 인용수 순위
1 Adhikari, S. and Friswell, M.I. (2010), "Distributed parameter model updating using the Karhunen-Loeve expansion", Mech. Syst. Signal Pr., 24, 326-339.   DOI   ScienceOn
2 Altuni ik, A.C., Bayraktar, A., Sevim, B., Kartal, M.E. and Adanur, S. (2010), "Finite element model updating of an arch type steel laboratory bridge model using semi-rigid connection", Steel Compos. Struct., 10(6), 543-563.
3 Aoki, T. and Sabia, D. (2005), "Structural identification and seismic performance of brick chimneys, Tokoname, Japan", Struct. Eng. Mech., 21, 553-570.   DOI
4 Bayraktar, A., Altuni ik, A.C., Sevim, B. and Turker, T. (2010), "Finite element model updating of Kömürhan highway bridge based on experimental measurements", Smart Struct. Syst., 6(4), 373-388.   DOI
5 Bonato, P., Ceravolo, R., De Stefano, A. and Molinari, F. (2000), "Use of cross time-frequency estimators for the structural identification in non-stationary conditions and under unknown excitation", J. Sound Vib., 237, 775-791.   DOI   ScienceOn
6 Brincker, R., Zhang, L. and Andersen, P. (2001), "Modal identification of output-only systems using frequency domain decomposition", Smart Mater. Struct., 10, 441-445.   DOI   ScienceOn
7 Cheung, S.H. and Beck, J.L. (2009), "Bayesian model updating using hybrid Monte Carlo simulation with application to structural dynamic models with many uncertain parameters", J. Eng. Mech., 135(4), 243-255.   DOI   ScienceOn
8 Den Hartog, J.P. (1956), Mechanical Vibrations, 4th Edition, McGraw-Hill, New York.
9 Friswell, M.I. and Mottershead, J.E. (1995), Finite Element Model Updating in Structural Dynamics, Kluwer Academic Press, Dordrecht, The Netherlands.
10 Giraldo, D.F., Song, W., Dyke, S.J. and Caicedo, J.M. (2009), "Modal identification through ambient vibration: Comparative study", J. Eng. Mech., 135(8), 759-770.   DOI   ScienceOn
11 Govers, Y. and Link, M. (2010), "Stochastic model updating - Covariance matrix adjustment from uncertain experimental modal data", Mech. Syst. Signal Pr., 24, 696-706.   DOI   ScienceOn
12 Juang, J.N. and Pappa, R.S. (1984), "An eigensystem realisation algorithm (ERA) for modal parameter identification and modal reduction", Proceedings of NASA/JPL Workshop on Identification and Control of Flexible Space Structures.
13 Jung, D.S. and Kim, C.Y. (2009), "FE model updating based on hybrid genetic algorithm and its verification on numerical bridge model", Struct. Eng. Mech., 32(5), 667-683.   DOI
14 Kim, G.H. and Park, Y.S. (2008), "An automated parameter selection procedure for finite-element model updating and its applications", J. Sound Vib., 309, 778-793.   DOI   ScienceOn
15 Levin, G.R.I. and Lieven, N.A.J. (1998), "Dynamic finite element model updating using simulated annealing and genetic algorithms", Mech. Syst. Signal Pr., 12(1), 91-120.   DOI   ScienceOn
16 Li, X.Y. and Law, S.S. (2010), "Adaptive Tikhonov regularization for damage detection based on nonlinear model updating", Mech. Syst. Signal Pr., 24, 1646-1664.   DOI   ScienceOn
17 Maia, N.M.M. and Silva, J.M.M. (1997), Theoretical and Experimental Modal Analysis, Research Studies Press Ltd., Somerset.
18 McFarland, J. and Mahadevan, S. (2008), "Error and variability characterization in structural dynamics modelling", Comput. Meth. Appl. M., 197, 2621-2631.   DOI   ScienceOn
19 Mottershead, J.E., Link, M. and Friswell, M.I. (2011), "The sensitivity method in finite element model updating: A tutorial", Mech. Syst. Signal Pr., 25, 2275-2296.   DOI   ScienceOn
20 Mthembu, L., Marwala, T., Friswell, M.I. and Adhikari, S. (2011), "Model selection in finite element model updating using the Bayesian evidence statistic", Mech. Syst. Signal Pr., 25, 2399-2412.   DOI   ScienceOn
21 Raphael, B. and Smith, I.F.C. (2003), "A direct stochastic algorithm for global search", Appl. Math. Comput., 146(2-3), 729-758.   DOI   ScienceOn
22 Nalitolela, N.G., Penny, J.E.T. and Friswell, M.I. (1992), "A mass or stiffness addition technique for structural parameter updating", Int. J. Analyt. Exp. Mod. Anal., 7(3), 157-168.
23 Peeters, B. and Ventura, C.E. (2003), "Comparative study of modal analysis techniques for bridge dynamic characteristics", Mech. Syst. Signal Pr., 17(5), 965-988.   DOI   ScienceOn
24 Perera, R. and Ruiz, A. (2008), "A multistage FE updating procedure for damage identification in large-scale structures based on multiobjective evolutionary optimization", Mech. Syst. Signal Pr., 22, 970-991.   DOI   ScienceOn
25 Robert-Nicoud, Y., Raphael, B., Burdet, O. and Smith, I.F.C. (2005), "Model identification of bridges using measurement data", Comput.-Aided Civ. Inf., 20, 118-131.   DOI   ScienceOn
26 Saitta, A., Raphael, B. and Smith I.F.C. (2005), "Data mining techniques for improving the reliability of system identification", Adv. Eng. Inform., 19, 289-298.   DOI   ScienceOn
27 Sanayei, M, Wadia-Fascetti, S., Arya, B. and Santini, E.M. (2001), "Significance of modelling error in structural parameter estimation", Comput.-Aided Civ. Inf., 16, 12-27.   DOI   ScienceOn
28 Yan, G., Duan, Z. and Ou, J. (2010), "Damage detection for beam structures using an angle-between-string-andhorizon flexibility matrix", Struct. Eng. Mech., 36(5), 643-667.   DOI
29 Yu, E. and Chung, L. (2012), "Seismic damage detection of a reinforced concrete structure by finite element model updating", Smart Struct. Syst., 9(3), 253-271.   DOI
30 Zapico-Valle, J.L., Alonso-Camblor, R., Gonzalez-Mart nez, M.P. and Garcia-Dieguez, M. (2010), "A new method for finite element model updating in structural dynamics", Mech. Syst. Signal Pr., 24, 2137-2159.   DOI   ScienceOn
31 Zarate, B.A. and Caicedo, J.M. (2008), "Finite element model updating: Multiple alternatives", Eng. Struct., 30, 3724-3730.   DOI   ScienceOn