Chapter
Nov 15, 2018
16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments

Multi-Rate Data Fusion Based Kalman Filtering with Unknown Input for Online Estimation of Dynamic Displacements

Publication: Earth and Space 2018: Engineering for Extreme Environments

ABSTRACT

Dynamic displacement is one of the most important measurements that describe the dynamic characteristics and safety of a structure. Measurement of dynamic displacement is also useful in structural control and structural identification. However, the effective estimation of dynamic displacement of structures is still a challenging task. To solve the difficulties and drawbacks of direct dynamic displacement monitoring. Multi-rate Kalman filtering for the data fusion of displacement and acceleration response measurements has been proposed. Furthermore, some improved techniques for dynamic displacement estimation by fusing biased high-sampling rate acceleration and low-sampling rate displacement measurements have also been developed in recent years. However, the recent technique can only take the constant acceleration bias into account. In this paper, based on the recent Kalman filter with unknown input proposed by the authors, structural dynamic displacement is on line estimated based on multi-rate data fusion of biased high-sampling rate acceleration and low-sampling rate displacement measurements. The time history of acceleration bias is treated as ‘unknown input’ information to overcome the limitations of the previous technique. A numerical example is used to illustrate the proposed approach for on line estimation of structural dynamic displacement.

Get full access to this article

View all available purchase options and get full access to this chapter.

ACKNOWLEDGMENTS

This research is financially supported by the Natural Science Foundation of China (NSFC) through the Grant No. 51678509.

REFERENCES

Iwan, W. D., Moser, M. A., and Peng, C. Y. (1985). ”Strong-motion earthquake measurement using a digital accelerograph.” Bulletin of the Seismological Society of America, 75(5), 1225-1246.
Jiang, X. and Adeli, H. (2005). ”Dynamic wavelet neural network for nonlinear identification of highrise buildings.” Computer-Aided Civil and Infrastructure Engineering, 20(5), 316-330.
Kalman, R.E., (1960). ” A new approach to linear filtering and prediction problems.” Journal of Basic Engineering, 82(1): 35-45.
Kim, J., Kim, K., and Sohn, H. (2013). ” In situ measurement of structural mass, stiffness, and damping using a reaction force actuator and a laser doppler vibrometer.” Smart Materials& Structures, 22(22), 85004-85014(11).
Kim, J., Kim, K., and Sohn, H. (2014). ”Autonomous dynamic displacement estimation from data fusion of acceleration and intermittent displacement measurements.” Mechanical Systems and Signal Processing, 42(1-2), 194-205.
Kim, K., Choi, J., Koo, G., and Sohn, H. (2016).”Dynamic displacement estimation by fusing biased high-sampling rate acceleration and low-sampling rate displacement measurements using two-stage Kalman estimator.” Smart Structures and Systems, 17(4):647-667.
Lei, Y., Luo, S. J., and Su, Y. (2016). “Data fusion based improved Kalman filter with unknown inputs and without collocated acceleration measurements.” Smart Structures and Systems, 18(3):375-387.
Lei, Y., Wu, D.T. and Lin, Y. (2012). ”A decentralized control algorithm for large-scale building structures.” Computer Aided Civil and Infrastructure Eng.,27(1), 2-13.
Li, Y. Y. and Chen, Y. (2013). “A review on recent development of vibration-based structural robust damage detection.” Structural Engineering and Mechanics. 45(2):159-168
Massa, G. D., Russo, R., Strano, S., and Terzo, M. (2013). ”System structure identification and adaptive control of a seismic isolator test rig.” Mechanical Systems & Signal Processing,40(2), 736-753.
Myers, J. J. (2004). ” Use of the total station for load testing of retrofitted bridges with limited access.” Proceedings of SPIE- The International Society for Optical Engineering, 5391, Bellingham, WA, 687-694.
Park, K.-T., Kim, S.-H., Park, H.-S. and Lee, K.-W. (2005). ”The determination of bridge displacement using measured acceleration”, Engineering Structures, 27(3), 371-378.
Ruiz-Sandoval, M.E. and Morales, E. (2013). ”Complete decentralized displacement control algorithm.” Smart Structures and Systems, 11(2), 163-183.
Shan, J.Z., Chen, X., Yuan, H.L., and Shi, W.X. (2015). “Interstory drift estimation of nonlinear structure using acceleration measurement with test validation.” Journal of Engineering Mechanics, 141(10): 0401503
Smyth, A., and Wu, M. (2007). ”Multi-rate Kalman filtering for the data fusion of displacement and acceleration response measurements in dynamic system monitoring.” Mechanical System and Signal Processing 21:706-723.
Thong, Y. K., Woolfson, M. S., Crowe, J. A., Hayes-Gill, B. R., and Jones, D. A. (2004). ”Numerical double integration of acceleration measurements in noise”. Measurement, 36(1), 73-92.

Information & Authors

Information

Published In

Go to Earth and Space 2018
Earth and Space 2018: Engineering for Extreme Environments
Pages: 970 - 975
Editors: Ramesh B. Malla, Ph.D., University of Connecticut, Robert K. Goldberg, Ph.D., NASA Glenn Research Center, and Alaina Dickason Roberts
ISBN (Online): 978-0-7844-8189-9

History

Published online: Nov 15, 2018
Published in print: Nov 15, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Dept. of Civil Engineering, Xiamen Univ., Xiamen 361005, China (corresponding author). E-mail: [email protected]
Sujuan Luo
Dept. of Civil Engineering, Xiamen Univ., Xiamen 361005, China
Han Su
Dept. of Civil Engineering, Xiamen Univ., Xiamen 361005, China

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$232.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$232.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share