Abstract
This paper presents a finite-element model updating methodology using noisy incomplete measurement of the natural frequencies and mode shapes with applications to damage detection. The proposed method does not require matching between the measured and calculated modes from the finite-element model, which is in contrast to most of the existing methods. Furthermore, the proposed iterative scheme is computationally efficient without nonlinear optimization programming. A ten-story building and a three-dimensional braced frame are used to demonstrate the proposed approach with applications to damage detection.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Natke MA, Yao JTP eds. Proceedings of the Workshop on Structural Safety Evaluation Based on System Identification Approaches. Vieweg and Sons, Wiesbaden, Germany, 1988.
Agbabian MS, Masri SF eds. Proceedings of the International Workshop on Nondestructive Evaluation for Performance of Civil Structures. Department of Civil Engineering, University of Southern California, Los Angeles, CA, USA, 1988.
Chang FK ed. Proceedings of the 4th International Workshop on Structural Health Monitoring. Stanford University, USA, 2003.
Mazurek DF, De Wolf JT. Experimental study of bridge monitoring technique. ASCE J. Structural Engineering, 1990; 116(9): 2532–2549.
Hearn G, Testa RB. Modal analysis for damage detection in structures. ASCE J. Structural Engineering, 1991; 117(10): 3042–3063.
Lam HF, Ko JM, Wong CW. Localization of damaged structural connections based on experimental modal and sensitivity analysis. J. Sound and Vibration, 1998; 210(1): 91–115.
Hemez FM, Farhat C. Structural damage detection via a finite element model updating methodology. International J. Analytical and Experimental Modal Analysis, 1995; 10(3): 152–166.
Pandey AK, Biswas M. Damage detection in structures using changes in flexibility. J. Sound and Vibration, 1994; 169:3–17.
Beck JL, Katafygiotis LS. Updating models and their uncertainties. I: Bayesian statistical framework. ASCE J. Engineering Mechanics, 1998; 124(4): 455–461.
Beck JL, Au SK, Vanik MW. Monitoring structural health using a probabilistic measure. Computer-Aided Civil and Infrastructure Engineering, 2001; 16(1): 1–11.
Ching J, Beck JL. New Bayesian model updating algorithm applied to a structural health monitoring benchmark. Structural Health Monitoring, 2004; 3: 313–332.
Yuen KV, Beck JL, Katafygiotis LS. Efficient model updating and monitoring methodology using incomplete modal data without mode matching. Special issue in memory of Prof. T.K. Caughey, J. Structural Control and Monitoring, 2006; 13(1): 91–107.
Yuen KV, Katafygiotis LS. Bayesian time-domain approach for modal updating using ambient data. Probabilistic Engineering Mechanics, 2001; 16(3): 219–231.
Katafygiotis LS, Yuen KV. Bayesian spectral density approach for modal updating using ambient data. Earthquake Engineering and Structural Dynamics, 2001; 30(8): 1103–1123.
Yuen KV, Katafygiotis LS. Bayesian modal updating using complete input and incomplete response noisy measurements. ASCE J. Engineering Mechanics, 2002; 128(3): 340–350.
Yuen KV, Beck JL, Katafygiotis LS. Probabilistic approach for modal identification using non-stationary noisy response measurements only. Earthquake Engineering and Structural Dynamics, 2002; 31(4): 1007–1023.
Levine-West M, Milman M, Kissil A. Mode shape expansion techniques for prediction: experimental evaluation. AIAA J., 1996; 34(4): 821–829.
MATLAB. Matlab User’s Guide. The MathWorks, Inc., Natick, MA, USA, 1994.
Papadimitriou C, Beck JL, Katafygiotis LS. Asymptotic expansions for reliability and moments of uncertain systems. ASCE J. Engineering Mechanics, 1997; 123(12): 1219–1229.
Author information
Authors and Affiliations
Rights and permissions
Copyright information
© 2006 Tsinghua University Press & Springer
About this paper
Cite this paper
Yuen, KV. (2006). An Extremely Efficient Finite-Element Model Updating Methodology with Applications to Damage Detection. In: Computational Methods in Engineering & Science. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-48260-4_13
Download citation
DOI: https://doi.org/10.1007/978-3-540-48260-4_13
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-48259-8
Online ISBN: 978-3-540-48260-4
eBook Packages: EngineeringEngineering (R0)