Technical Papers
Jul 24, 2014

Large-Scale Real-Time Hybrid Simulation for Evaluation of Advanced Damping System Performance

Publication: Journal of Structural Engineering
Volume 141, Issue 6

Abstract

As magnetorheological (MR) control devices increase in scale for use in real-world civil engineering applications, sophisticated modeling and control techniques may be needed to exploit their unique characteristics. Here, a control algorithm that utilizes overdriving and backdriving current control to increase the efficacy of the control device is experimentally verified and evaluated at large scale. Real-time hybrid simulation (RTHS) is conducted to perform the verification experiments using the nees@Lehigh facility. The physical substructure of the RTHS is a 10-m tall planar steel frame equipped with a large-scale MR damper. Through RTHS, the test configuration is used to represent two code-compliant structures, and is evaluated under seismic excitation. The results from numerical simulation and RTHS are compared to verify the RTHS methodology. The global responses of the full system are used to assess the performance of each control algorithm. In each case, the reduction in peak and root mean square (RMS) responses (displacement, drift, acceleration, damper force, etc.) is examined. Beyond the verification tests, the robust performance of the damper controllers is also demonstrated using RTHS.

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Acknowledgments

The authors acknowledge the financial support from the National Science Foundation (NSF-CMMI Grant No. 1011534). In addition, the use of the RTMD facility at the nees@Lehigh facility to conduct the RTHS (supported by the National Science Foundation CMMI Directorate under Cooperative Agreement Number CMMI-0927178) and the utilization of the large-scale MR dampers owned by Dr. Richard Christenson, are greatly appreciated. Lastly, the support of Gary Novak, Thomas Marullo, Peter Bryan, and all of the staff at the nees@Lehigh facility were instrumental in conducting these tests.

References

Bass, B., and Christenson, R. E. (2007). “System identification of 200 kN magnetorheological fluid damper for structural control in large-scale smart structures.” American Control Conf., IEEE, 2690–2695.
Carrion, J. E., and Spencer, B. F. (2007). “Model-based strategies for real-time hybrid testing.”, Univ. of Illinois at Urbana-Champaign, Urbana, IL.
Carrion, J. E., Spencer, B. F., and Phillips, B. M. (2009). “Real-time hybrid simulation for structural control performance assessment.” Earthquake Eng. Eng. Vib., 8(4), 481–492.
Cha, Y.-J., et al. (2012). “Comparative studies of semi-active control strategies for MR dampers: Pure simulation and real-time hybrid tests.” J. Struct. Eng., 1237–1248.
Cha, Y.-J., et al. (2014). “Performance validations of semiactive controllers on large-scale moment resisting frame equipped with 200-kN MR damper using real-time hybrid simulations.” J. Struct. Eng., 04014066.
Chae, Y., Jiang, Z., Ricles, J., Christenson, R., and Dyke, S. J. (2013a). “MR damper characterization—Lehigh—damper 1.” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/experiment/3031/project/648〉 (Sep. 02, 2011).
Chae, Y., Jiang, Z., Ricles, J., Christenson, R., and Dyke, S. J. (2013b). “MR damper characterization—Lehigh—damper 2.” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/experiment/3032/project/648〉 (Sep. 02, 2011).
Chantranuwathana, S., and Peng, H. (1999). “Force tracking control for active suspensions-theory and experiments.” Control Applications Proc., 1999 IEEE Int. Conf., Vol. 1, IEEE, New Brunswick, NJ.
Chen, C., and Ricles, J. M. (2008). “Development of direct integration algorithms for structural dynamics using discrete control theory.” J. Eng. Mech., 676–683.
Chen, C., and Ricles, J. M. (2010). “Tracking error-based servohydraulic actuator adaptive compensation for real-time hybrid simulation.” J. Struct. Eng., 432–440.
Christenson, R., Lin, Y. Z., Emmons, A., and Bass, B. (2008). “Large-scale experimental verification of semiactive control through real-time hybrid simulation.” J. Struct. Eng., 522–534.
Dermitzakis, S. N., and Mahin, S. A. (1985). “Development of substructuring techniques for on-line computer controlled seismic performance testing.”, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Dyke, S. J. (1996). “Acceleration feedback control strategies for active and semi-active control systems: Modeling, algorithm development, and experimental verification.” Ph.D. dissertation, Univ. of Notre Dame, Notre Dame, IN.
Friedman, A. J. (2012). “Development and validation of a new control strategy considering device dynamics for large-scale MR dampers using real-time hybrid simulation.” Ph.D. dissertation, Purdue Univ., West Lafayette, IN.
Friedman, A., et al. (2013a). “RTHS (damper)—3StoryPS—single MR damper (floor 1).” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/hybrid/3785/project/648〉 (Oct. 28, 2013).
Friedman, A., et al. (2013b). “RTHS (damper)—3StoryPS—single MR damper (floor 1).” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/hybrid/3792/project/648〉 (Oct. 28, 2013).
Friedman, A., et al. (2013c). “RTHS (frame + damper)—3StoryPS—single MR damper (floor 1).” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/hybrid/3807/project/648〉 (Oct. 28, 2013).
Friedman, A., et al. (2013d). “RTHS (frame + damper)—9StoryBM—single MR damper (floor 1).” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/hybrid/3809/project/648〉 (Oct. 28, 2013).
Friedman, A., et al. (2013e). “RTHS (frame + damper)—9StoryBM—two MR dampers (floor 1 + 2).” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/hybrid/3811/project/648〉 (Oct. 28, 2013).
Friedman, A., and Dyke, S. J. (2013). “Development and experimental validation of a new control strategy considering device dynamics for large-scale MR dampers using real-time hybrid simulation.” IISL Rep. Series 03, 〈http://nees.org/resources/6622〉 (Jun. 17, 2013).
Friedman, A. J., Dyke, S. J., and Phillips, B. M. (2013f). “Over-driven control for large-scale MR dampers.” Smart Mater. Struct., 22(4), 045001.
Gao, X., Castaneda, N., and Dyke, S. J. (2013). “Real-time hybrid simulation: From dynamic system, motion control to experimental error.” Earthquake Eng. Struct. Dyn., 42(6), 815–832.
Gao, X., Castaneda, N., and Dyke, S. J. (2013). “Experimental validation of a generalized procedure for MDOF real-time hybrid simulation.” J. Eng. Mech., 04013006.
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. Earthquake Engineering, IAEE, Tokyo, Japan.
Jiang, Z., et al. (2010). “Comparison of 200 KN MR damper models for use in real-time hybrid simulation.” 〈https://nees.org/resources/670〉 (Aug. 16, 2010).
Jiang, Z., and Christenson, R. (2011). “A comparison of 200 kN magneto-rheological damper models for use in real-time hybrid simulation pretesting.” J. Smart Mater. Struct., 20, 065011.
Jiang, Z., and Christenson, R. E. (2012). “A fully dynamic magneto-rheological fluid damper model.” Smart Mater. Struct., 21(6), 065002.
Jiang, Z., Kim, S. J., Plude, S., and Christenson, R. E. (2013). “Real-time hybrid simulation of a complex bridge model with MR dampers using the convolution integral method.” Smart Mater. Struct., 22(10), 105008.
MATLAB [Computer software]. (2011). Natick, MA, Mathworks.
Metered, H., Bonello, P., and Oyadiji, S. (2009). “Nonparametric identification modeling of magnetorheological damper using Chebyshev polynomials fits.” SAE Int. J. Passenger Cars Mech. Syst., 2(1), 1125–1135.
Nakata, N. (2010). “Acceleration trajectory tracking control for earthquake simulators.” Eng. Struct., 32(8), 2229–2236.
Nakata, N., and Stehman, M. (2012). “Substructure shake table test method using a controlled mass: Formulation and numerical simulation.” Earthquake Eng. Struct. Dyn., 41(14), 1977–1988.
Ohtori, Y., Christenson, R., Spencer, B. F., and Dyke, S. J. (2004). “Benchmark control problems for seismically excited nonlinear buildings.” J. Eng. Mech., 366–385.
Ozdagli, A., Friedman, A., Ahn, R., Dong, B., Dyke, S. J., and Ricles, J. M. (2013a). “Dynamic system identification on DBF—rigid links ON—ground links ON—loading beams OFF.” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/experiment/3070/project/648〉 (Sep. 09, 2011).
Ozdagli, A., Friedman, A., Ahn, R., Dong, B., Dyke, S. J., and Ricles, J. M. (2013b). “Dynamic system identification on DBF—rigid links OFF—ground links ON—loading beams OFF.” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/experiment/3071/project/648〉 (Sep. 09, 2011).
Ozdagli, A., Friedman, A., Ahn, R., Dong, B., Dyke, S. J., and Ricles, J. M. (2013c). “System identification on DBF—rigid links ON/OFF—ground links ON—loading beams ON—actuator @ floor 1.” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/experiment/3075/project/648〉 (Sep. 17, 2011).
Ozdagli, A., Friedman, A., Ahn, R., Dong, B., Dyke, S. J., and Ricles, J. M. (2013d). “System identification on DBF—rigid links ON/OFF—ground links ON—loading beams ON—actuator @ floor 2.” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/experiment/3206/project/648〉 (Sep. 17, 2011).
Ozdagli, A., Friedman, A., Ahn, R., Dong, B., Dyke, S. J., and Ricles, J. M. (2013e). “System identification on DBF—rigid links ON/OFF—ground links ON—loading beams ON—actuator @ floor 3.” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/experiment/3207/project/648〉 (Sep. 17, 2011).
Phillips, B., Jiang, B., Spencer, B. F., Christenson, R., and Dyke, S. J. (2013). “MR damper characterization—UIUC—damper 3.” Network for Earthquake Engineering Simulation (distributor). Purdue Univ., West Lafayette, IN. 〈https://nees.org/warehouse/experiment/2796/project/648〉 (Aug. 31, 2011).
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. Series, Univ. of Illinois at Urbana-Champaign, Urbana, IL.
Phillips, B. M., and Spencer, B. F., Jr. (2012). “Model-based multiactuator control for real-time hybrid simulation.” J. Eng. Mech., 219–228.
Saouma, V., Haussmann, G., Kang, D., and Ghannoum, W. (2013). “Real time hybrid simulation of a non-ductile reinforced concrete frame.” J. Struct. Eng., 04013059.
Saouma, V., Kang, D.-H., and Haussmann, G. (2012). “A computational finite-element program for hybrid simulation.” Earthquake Eng. Struct. Dyn., 41(3), 375–389.
Simulink [Computer software]. (2011). Natick, MA, Mathworks.
Spencer, B. F., Christenson, R. E., and Dyke, S. J. (1998). “Next generation benchmark control problem for seismically excited buildings.” Proc., 2nd World Conf. on Structural Control, Wiley, Chichester, U.K., Vol. 2.
Spencer, B. F., Dyke, S. J., Sain, M. K., and Carlson, J. D. (1997). “Phenomenological model of a magnetorheological damper.” J. Eng. Mech., 230–238.
Stengel, R. F. (1986). Stochastic optimal control: Theory and application, Wiley, New York.
Wu, B., Wang, Q., Shing, P. B., and Ou, J. (2007). “Equivalent force control method for generalized real-time substructure testing with implicit integration.” Earthquake Eng. Struct. Dyn., 36(9), 1127–1149.
Yang, G. (2001). “Large-scale magnetorheological fluid damper for vibration mitigation: Modeling, testing and control.” Ph.D. dissertation, Univ. of Notre Dame, Notre Dame, IN.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 141Issue 6June 2015

History

Received: Apr 23, 2013
Accepted: Apr 3, 2014
Published online: Jul 24, 2014
Discussion open until: Dec 24, 2014
Published in print: Jun 1, 2015

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Authors

Affiliations

Anthony Friedman [email protected]
Ph.D. Recipient, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907 (corresponding author). E-mail: [email protected]
Shirley J. Dyke, A.M.ASCE
Professor, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907.
Brian Phillips, A.M.ASCE
Assistant Professor, Univ. of Maryland, 1145 Glenn L. Martin Hall, College Park, MD 20742.
Ryan Ahn
Master’s Degree Recipient, Lehigh Univ., 117 Atlss Dr., Bethlehem, PA 18015.
Baiping Dong
Ph.D. Candidate, Lehigh Univ., 117 Atlss Dr., Bethlehem, PA 18015.
Yunbyeong Chae
Ph.D. Recipient, Lehigh Univ., 117 Atlss Dr., Bethlehem, PA 18015.
Nestor Castaneda
Ph.D. Recipient, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907.
Zhaoshuo Jiang, A.M.ASCE
Ph.D. Recipient, Univ. of Connecticut, 261 Glenbrook Rd., Unit 3037, Storrs, CT 06269.
Jianqiu Zhang
Ph.D. Recipient, City College of New York, Steinman Hall T-121, Convent Ave., 140th St., New York, NY 10031.
Youngjin Cha
Postdoctoral Researcher, City College of New York, Steinman Hall T-121, Convent Ave., 140th St., New York, NY 10031.
Ali Irmak Ozdagli
Ph.D. Candidate, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907.
B. F. Spencer
Newmark Endowed Chair in Civil Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801.
James Ricles
Bruce G. Johnston Professor, Lehigh Univ., 117 Atlss Dr., Bethlehem, PA 18015.
Richard Christenson
Associate Professor, Univ. of Connecticut, 261 Glenbrook Rd., Unit 3037, Storrs, CT 06269.
Anil Agrawal, M.ASCE
Professor, City College of New York, Steinman Hall T-121, Convent Ave., 140th St., New York, NY 10031.
Richard Sause, M.ASCE
Joseph T. Stuart Professor, Lehigh Univ., 117 Atlss Dr., Bethlehem, PA 18015.

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