Technical Papers
Dec 11, 2021

Displacement Estimation of a Nonlinear SDOF System under Seismic Excitation Using an Adaptive Kalman Filter

Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 8, Issue 1

Abstract

A displacement estimation method for a nonlinear single-degree-of-freedom (SDOF) system under seismic excitation is proposed based on an extended Kalman filter (EKF). This method first identifies time intervals where a system experiences significant nonlinearity. For a time period when the system is in an elastic phase, available observations for EKF are acceleration, displacement from numerical integration, and residual displacement. During a time period with significant nonlinearity, acceleration and virtual displacement measurements are employed as observations. Two EKF schemes are applied in this part. In the first scheme, displacement is estimated along with time-varying stiffness using an augmented state vector. In the second scheme, a bilinear hysteresis model with optimized system parameters is employed. The results are further smoothed by extended Kalman smoother (EKS). The proposed displacement estimation method is numerically studied on a bilinear SDOF system and applied to various hysteresis models and earthquake excitations. Data obtained in shaking table experiments on a full-scale bridge pier and a 4-story building are analyzed to validate the method. The displacements are estimated with high accuracies.

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Data Availability Statement

Some data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. The experimental data is available at the E-Defense shake table database, https://doi.org/10.17598/nied.0020.

References

Bisht, S. S., and M. P. Singh. 2014. “An adaptive unscented Kalman filter for tracking sudden stiffness changes.” Mech. Syst. Sig. Process. 49 (1–2): 181–195. https://doi.org/10.1016/j.ymssp.2014.04.009.
Çelebi, M. 2000. “GPS in dynamic monitoring of long-period structures.” Soil Dyn. Earthquake Eng. 20 (5–8): 477–483. https://doi.org/10.1016/S0267-7261(00)00094-4.
Çelebi, M. 2008. “Real-time monitoring of drift for occupancy resumption.” In Proc., 14th World Conf. on Earthquake Engineering (14WCEE). Oakland, CA: Earthquake Engineering Research Institute.
Çelebi, M., A. Sanli, M. Sinclair, S. Gallant, and D. Radulescu. 2004. “Real-time seismic monitoring needs of a building owner—and the solution: A cooperative effort.” Earthquake Spectra 20 (2): 333–346. https://doi.org/10.1193/1.1735987.
Chatzi, E. N., and C. Fuggini. 2015. “Online correction of drift in structural identification using artificial white noise observations and an unscented Kalman filter.” Smart Struct. Syst. 16 (2): 295–328. https://doi.org/10.12989/sss.2015.16.2.295.
Chatzi, E. N., and A. W. Smyth. 2009. “The unscented Kalman filter and particle filter methods for nonlinear structural system identification with non-collocated heterogeneous sensing.” Struct. Control Health Monit. 16 (1): 99–123. https://doi.org/10.1002/stc.290.
Chatzi, E. N., A. W. Smyth, and S. F. Masri. 2010. “Experimental application of on-line parametric identification for nonlinear hysteretic systems with model uncertainty.” Struct. Saf. 32 (5): 326–337. https://doi.org/10.1016/j.strusafe.2010.03.008.
Chatzis, M. N., E. N. Chatzi, and A. W. Smyth. 2015. “An experimental validation of time domain system identification methods with fusion of heterogeneous data.” Earthquake Eng. Struct. Dyn. 44 (4): 523–547. https://doi.org/10.1002/eqe.2528.
Gomez, F., J. W. Park, and B. F. Spencer Jr. 2018. “Reference-free structural dynamic displacement estimation method.” Struct. Control Health Monit. 25 (8): e2209. https://doi.org/10.1002/stc.2209.
Hoshiya, M., and E. Saito. 1984. “Structural identification by extended Kalman filter.” J. Eng. Mech. 110 (12): 1757–1770. https://doi.org/10.1061/(ASCE)0733-9399(1984)110:12(1757).
Ismail, M., F. Ikhouane, and J. Rodellar. 2009. “The hysteresis Bouc-Wen model, a survey.” Arch. Comput. Methods Eng. 16 (2): 161–188. https://doi.org/10.1007/s11831-009-9031-8.
Kawashima, K., G. A. MacRae, J.-I. Hoshikuma, and K. Nagaya. 1998. “Residual displacement response spectrum.” J. Struct. Eng. 124 (5): 523–530. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:5(523).
Kim, J., K. Kim, and H. Sohn. 2014. “Autonomous dynamic displacement estimation from data fusion of acceleration and intermittent displacement measurements.” Mech. Syst. Sig. Process. 42 (1–2): 194–205. https://doi.org/10.1016/j.ymssp.2013.09.014.
Kitada, Y. 1998. “Identification of nonlinear structural dynamic systems using wavelets.” J. Eng. Mech. 124 (10): 1059–1066. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:10(1059).
Kontoroupi, T., and W. Smyth Andrew. 2016. “Online noise identification for joint state and parameter estimation of nonlinear systems.” ASCE-ASME J. Risk Uncertainty Eng. Syst. Part A: Civ. Eng. 2 (3): B4015006. https://doi.org/10.1061/AJRUA6.0000839.
Kuleli, M., and T. Nagayama. 2020. “A robust structural parameter estimation method using seismic response measurements.” Struct. Control Health Monit. 27 (3): e2475. https://doi.org/10.1002/stc.2475.
Lee, H. S., Y. H. Hong, and H. W. Park. 2010. “Design of an FIR filter for the displacement reconstruction using measured acceleration in low-frequency dominant structures.” Int. J. Numer. Methods Eng. 82 (4): 403–434. https://doi.org/10.1002/nme.2769.
Lei, Y., H. Zhou, and Z.-L. Lai. 2016. “A computationally efficient algorithm for real-time tracking the abrupt stiffness degradations of structural elements.” Comput.-Aided Civ. Infrastruct. Eng. 31 (6): 465–480. https://doi.org/10.1111/mice.12217.
Li, H., C. Mao, and J. Ou. 2012. “Identification of hysteretic dynamic systems by using hybrid extended Kalman filter and wavelet multiresolution analysis with limited observation.” J. Eng. Mech. 139 (5): 547–558. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000510.
Lourens, E., C. Papadimitriou, S. Gillijns, E. Reynders, G. De Roeck, and G. Lombaert. 2012. “Joint input-response estimation for structural systems based on reduced-order models and vibration data from a limited number of sensors.” Mech. Syst. Sig. Process. 29 (May): 310–327. https://doi.org/10.1016/j.ymssp.2012.01.011.
Ma, F., H. Zhang, A. Bockstedte, G. C. Foliente, and P. Paevere. 2004. “Parameter analysis of the differential model of hysteresis.” J. Appl. Mech. 71 (3): 342–349. https://doi.org/10.1115/1.1668082.
Maes, K., E. Lourens, K. Van Nimmen, E. Reynders, G. De Roeck, and G. Lombaert. 2015. “Design of sensor networks for instantaneous inversion of modally reduced order models in structural dynamics.” Mech. Syst. Sig. Process. 52–53 (Feb): 628–644. https://doi.org/10.1016/j.ymssp.2014.07.018.
Naets, F., J. Cuadrado, and W. Desmet. 2015. “Stable force identification in structural dynamics using Kalman filtering and dummy-measurements.” Mech. Syst. Sig. Process. 50–51 (Jan): 235–248. https://doi.org/10.1016/j.ymssp.2014.05.042.
Nagayama, T., and C. Zhang. 2017. “A numerical study on bridge deflection estimation using multi-channel acceleration measurement.” [In Japanese.] J. Struct. Eng. A 63A: 209–215. https://doi.org/10.11532/structcivil.63A.209.
Nassif, H. H., M. Gindy, and J. Davis. 2005. “Comparison of laser Doppler vibrometer with contact sensors for monitoring bridge deflection and vibration.” NDT&E Int. 38 (3): 213–218. https://doi.org/10.1016/j.ndteint.2004.06.012.
NIED (National Research Institute for Earth Science and Disaster Resilience). 2007. Technical report for full-scale shaking table collapse experiment on 4-story steel moment frame, E-Defense steel building projects. Tokyo: NIED. https://doi.org/10.17598/nied.0020.
NIED (National Research Institute for Earth Science and Disaster Resilience). 2009. Technical report for large-scale shaking table experiment on a component model (C1-1model) using E-Defense, experiment on a RC column build in 1970s which fails in flexure. Tokyo: NIED. https://doi.org/10.17598/nied.0020.
Olaszek, P. 1999. “Investigation of the dynamic characteristic of bridge structures using a computer vision method.” Measurement 25 (3): 227–236. https://doi.org/10.1016/S0263-2241(99)00006-8.
Ortiz, G. A., D. A. Alvarez, and D. Bedoya-Ruíz. 2015. “Identification of Bouc–Wen type models using the transitional Markov chain Monte Carlo method.” Comput. Struct. 146 (Jan): 252–269. https://doi.org/10.1016/j.compstruc.2014.10.012.
Park, J.-W., S.-H. Sim, and H.-J. Jung. 2013a. “Development of a wireless displacement measurement system using acceleration responses.” Sensors 13 (7): 8377–8392. https://doi.org/10.3390/s130708377.
Park, J.-W., S.-H. Sim, and H.-J. Jung. 2013b. “Displacement estimation using multimetric data fusion.” IEEE/ASME Trans. Mechatron. 18 (6): 1675–1682. https://doi.org/10.1109/TMECH.2013.2275187.
Rauch, H. E., F. Tung, and C. T. Striebel. 1965. “Maximum likelihood estimates of linear dynamic systems.” AIAA J. 3 (8): 1445–1450. https://doi.org/10.2514/3.3166.
Särkkä, S. 2013. Bayesian filtering and smoothing. Cambridge, UK: Cambridge University Press.
Shan, J., W. Shi, and X. Lu. 2016. “Model-reference health monitoring of hysteretic building structure using acceleration measurement with test validation.” Comput.-Aided Civ. Infrastruct. Eng. 31 (6): 449–464. https://doi.org/10.1111/mice.12172.
Skolnik, D. A., and J. W. Wallace. 2010. “Critical assessment of interstory drift measurements.” J. Struct. Eng. 136 (12): 1574–1584. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000255.
Smyth, A., and M. Wu. 2007. “Multi-rate Kalman filtering for the data fusion of displacement and acceleration response measurements in dynamic system monitoring.” Mech. Syst. Sig. Process. 21 (2): 706–723. https://doi.org/10.1016/j.ymssp.2006.03.005.
Soyoz, S., and M. Q. Feng. 2008. “Instantaneous damage detection of bridge structures and experimental verification.” Struct. Control Health Monit. 15 (7): 958–973. https://doi.org/10.1002/stc.229.
Wang, N., L. Li, and Q. Wang. 2018. “Adaptive UKF-based parameter estimation for Bouc-Wen model of magnetorheological elastomer materials.” J. Aerosp. Eng. 32 (1): 04018130. https://doi.org/10.1061/(ASCE)AS.1943-5525.0000961.
Wen, Y.-K. 1976. “Method for random vibration of hysteretic systems.” J. Eng. Mech. Div. 102 (2): 249–263. https://doi.org/10.1061/JMCEA3.0002106.
Wu, M., and A. W. Smyth. 2007. “Application of the unscented Kalman filter for real-time nonlinear structural system identification.” Struct. Control Health Monit. 14 (7): 971–990. https://doi.org/10.1002/stc.186.
Xie, Z., and J. Feng. 2012. “Real-time nonlinear structural system identification via iterated unscented Kalman filter.” Mech. Syst. Sig. Process. 28 (Apr): 309–322. https://doi.org/10.1016/j.ymssp.2011.02.005.
Yang, J., J. Li, and G. Lin. 2006a. “A simple approach to integration of acceleration data for dynamic soil–structure interaction analysis.” Soil Dyn. Earthquake Eng. 26 (8): 725–734. https://doi.org/10.1016/j.soildyn.2005.12.011.
Yang, J. N., S. Lin, H. Huang, and L. Zhou. 2006b. “An adaptive extended Kalman filter for structural damage identification.” Struct. Control Health Monit. 13 (4): 849–867. https://doi.org/10.1002/stc.84.
Yang, Y., T. Nagayama, and K. Xue. 2020. “Structure system estimation under seismic excitation with an adaptive extended Kalman filter.” J. Sound Vib. 489 (Dec): 115690. https://doi.org/10.1016/j.jsv.2020.115690.
Zheng, Z., H. Qiu, Z. Wang, S. Luo, and Y. Lei. 2019. “Data fusion based multi-rate Kalman filtering with unknown input for on-line estimation of dynamic displacements.” Measurement 131 (Jan): 211–218. https://doi.org/10.1016/j.measurement.2018.08.057.
Zhou, L., S. Wu, and J. N. Yang. 2008. “Experimental study of an adaptive extended Kalman filter for structural damage identification.” J. Infrastruct. Syst. 14 (1): 42–51. https://doi.org/10.1061/(ASCE)1076-0342(2008)14:1(42).

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Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 8Issue 1March 2022

History

Received: Dec 31, 2020
Accepted: Oct 21, 2021
Published online: Dec 11, 2021
Published in print: Mar 1, 2022
Discussion open until: May 11, 2022

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Yaohua Yang, Ph.D. [email protected]
Postdoctoral Researcher, Dept. of Civil Engineering, Univ. of Tokyo, Tokyo 113-8656, Japan. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Univ. of Tokyo, Tokyo 113-8656, Japan (corresponding author). ORCID: https://orcid.org/0000-0003-1387-4738. Email: [email protected]
Kai Xue, Ph.D. [email protected]
Postdoctoral Researcher, Dept. of Civil Engineering, Univ. of Tokyo, Tokyo 113-8656, Japan. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Univ. of Tokyo, Tokyo 113-8656, Japan. Email: [email protected]

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Cited by

  • Track Geometry Estimation and Hanging Sleeper Detection Using Vehicle Dynamic Responses with Unknown System Parameters, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 10.1061/AJRUA6.RUENG-1259, 10, 3, (2024).
  • Estimation of Seismic Displacement Response Using a Kalman Filter with Data-Driven State-Space Model Identification, Experimental Vibration Analysis for Civil Engineering Structures, 10.1007/978-3-031-39117-0_54, (530-539), (2023).
  • Waterflood Efficiency Assessment Using Injection–Production Relationship Analysis Method, Mathematical Geosciences, 10.1007/s11004-022-10028-8, 55, 2, (201-228), (2022).

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