Technical Papers
Mar 6, 2012

Model-Based Feedforward-Feedback Actuator Control for Real-Time Hybrid Simulation

Publication: Journal of Structural Engineering
Volume 139, Issue 7

Abstract

Substructure hybrid simulation is a powerful, cost-effective alternative for testing structural systems, closely coupling numerical simulation and experimental testing to obtain the complete response of a structure. In this approach, well-understood components of the structure are modeled numerically, while the components of interest are tested physically. Generally, an arbitrary amount of time may be used to calculate and apply displacements at each step of the hybrid simulation. However, when the rate-dependent behavior of the physical specimen is important, real-time hybrid simulation (RTHS) must be used. Computation, communication, and servohydraulic actuator limitations cause delays and lags that lead to inaccuracies and potential instabilities in RTHS. This paper proposes a new model-based servohydraulic tracking control method including feedforward-feedback links to achieve accurate tracking of a desired displacement in real time. The efficacy of the proposed approach is demonstrated through RTHS for a single-degree-of-freedom system and a 9-story steel building, each using a 200-kN large-scale magnetorheological damper as the rate-dependent physical specimen.

Get full access to this article

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

Acknowledgments

The authors acknowledge the support of the National Science Foundation under Award No. CMMI-1011534, as well as Richard E. Christenson for the use of the 200-kN MR damper.

References

Baber, T. T., and Wen, Y. K. (1981). “Random vibration hysteretic, degrading systems.” J. Engrg. Mech. Div., 107(6), 1069–1087.
Carrion, J. E. and Spencer Jr., B. F. (2007). “Model-based strategies for real-time hybrid testing.” Newmark Structural Engineering Laboratory Rep. No. 6, Univ. of Illinois at Urbana-Champaign, Urbana, IL.
Carrion, J. E., Spencer, B. F., Jr., and Phillips, B. M. (2009). “Real-time hybrid simulation for structural control performance assessment.” Earthquake Eng. Eng. Vib., 8(4), 481–492.
Chen, C., and Ricles, J. M. (2010). “Tracking error-based servohydraulic actuator adaptive compensation for real-time hybrid simulation.” J. Struct. Eng., 136(4), 432–440.
Christenson, R. E., Lin, Y., Emmons, A., and Bass, B. (2008). “Large-scale experimental verification of semi-active control through real-time hybrid simulation.” J. Struct. Eng., 134(4), 522–534.
Darby, A. P., Blakeborough, A., and Williams, M. S. (1999). “Real-time substructure tests using hydraulic actuator.” J. Eng. Mech., 125(10), 1133–1139.
Darby, A. P., Williams, M. S., and Blakeborough, A. (2002). “Stability and delay compensation for real-time substructure testing.” J. Eng. Mech., 128(12), 1276–1284.
Dyke, S. J., Spencer, B. F., Jr., Quast, P., and Sain, M. K. (1995). “Role of control-structure interaction in protective system design.” J. Eng. Mech., 121(2), 322–338.
Dyke, S. J., Spencer, B. F., Jr., Sain, M. K., and Carlson, J. D. (1996). “Modeling and control of magnetorheological dampers for seismic response reduction.” Smart Mater. Struct., 5(5), 565–575.
Friedman, A. J., et al. (2010). “Accommodating MR damper dynamics for control of large scale structural systems.” Proc., 5th World Conf. on Structural Control and Monitoring, Japan Society for the Promotion of Science (JSPS), Tokyo.
Horiuchi, T., Inoue, M., Konno, T., and Namita, Y. (1999). “Real-time hybrid experimental system with actuator delay compensation and its application to a piping system with energy absorber.” Earthquake Eng. Struct. Dyn., 28(10), 1121–1141.
Horiuchi, T., and Konno, T. (2001). “A new method for compensating actuator delay in real-time hybrid experiments.” Philos. Trans. R. Soc. London, Ser. A, 359(1786), 1893–1909.
Horiuchi, T., Nakagawa, M., Sugano, M., and Konno, T. (1996). “Development of a real-time hybrid experimental system with actuator delay compensation.” Proc., 11th World Conf. on Earthquake Engineering, International Association for Earthquake Engineering (IAEE), Tokyo.
Jung, R. Y., Shing, P. B., Stauffer, E., and Thoen, B. (2007). “Performance of a real-time pseudodynamic test system considering nonlinear structural response.” Earthquake Eng. Struct. Dyn., 36(12), 1785–1809.
Lewis, F. L., and Syrmos, V. L. (1995). Optimal control, 2nd Ed., Wiley-Interscience, New York, 377–393.
MATLAB [Computer software]. Natick, MA, MathWorks.
Nakashima, M., Kato, H., and Takaoka, E. (1992). “Development of real-time pseudo dynamic testing.” Earthquake Eng. Struct. Dyn., 21(1), 79–92.
Nakashima, M., and Masaoka, N. (1999). “Real time on-line test for MDOF systems.” Earthquake Eng. Struct. Dyn., 28(4), 393–420.
Ohtori, Y., Christenson, R. E., Spencer, B. F., Jr., and Dyke, S. J. (2004). “Benchmark control problems for seismically excited nonlinear buildings.” J. Eng. Mech., 130(4), 366–385.
Phillips, B. M., et al. (2010). “Real-time hybrid simulation benchmark structure with a large-scale MR damper.” Proc., 5th World Conf. on Structural Control and Monitoring, Japan Society for the Promotion of Science (JSPS), Tokyo.
Phillips, B. M., and Spencer, B. F., Jr. (2011). “Model-based feedforward-feedback tracking control for real-time hybrid simulation.” Newmark Structural Engineering Laboratory Rep. No. 28, Univ. of Illinois at Urbana-Champaign, Urbana, IL.
Soong, T. T., and Spencer, B. F., Jr. (2002). “Supplemental energy dissipation: State-of-the-art and state-of-the-practice.” Eng. Struct., 24(3), 243–259.
Spencer, B. F., Jr., Dyke, S. J., Sain, M. K., and Carlson, J. D. (1997). “Phenomenological model for magnetorheological dampers.” J. Eng. Mech., 123(3), 230–238.
Stengel, R. F. (1986). Stochastic optimal control: Theory and application, Wiley, New York.
Wallace, M. I., Wagg, D. J., Neild, S. A., Bunnis, P., Lieven, N. A. J., and Crewe, A. J. (2007). “Testing coupled rotor blade-lag damper vibration using real-time dynamic substructuring.” J. Sound Vib., 307(3–5), 737–754.
Wu, B., Bao, H., Ou, J., and Tian, S. (2005). “Stability and accuracy analysis of the central difference method for real-time substructure testing.” Earthquake Eng. Struct. Dyn., 34(7), 705–718.
Yang, G., Spencer, B. F., Jr., Carlson, J. D., and Sain, M. K. (2002). “Large-scale MR fluid dampers: modeling and dynamic performance considerations.” Eng. Struct., 24(3), 309–323.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 139Issue 7July 2013
Pages: 1205 - 1214

History

Received: Oct 21, 2011
Accepted: Mar 2, 2012
Published online: Mar 6, 2012
Published in print: Jul 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Brian M. Phillips, A.M.ASCE
Doctoral Candidate, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.
Billie F. Spencer Jr., F.ASCE [email protected]
Nathan M. and Anne M. Newmark Endowed Chair of Civil Engineering, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801 (corresponding author). E-mail: [email protected]

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.

Cited by

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 Article
$35.00
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 Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share