TECHNICAL PAPERS
Sep 22, 2010

Real-Time Hybrid Simulation Using Shake Tables and Dynamic Actuators

Publication: Journal of Structural Engineering
Volume 137, Issue 7

Abstract

The development and implementation of the real-time hybrid simulation (RTHS), a seismic response simulation method with a combination of numerical computation and physical specimens excited by shake tables and auxiliary actuators, are presented. The structure to be simulated is divided into one or more experimental and computational substructures. The loadings generated by the seismic excitations at the interfaces between the experimental and computational substructures, in terms of accelerations and forces, are imposed by shake tables and actuators in a step-by-step manner at a real-time rate. The measured displacement and velocity responses of the experimental substructure are fed back to determine the loading commands of the next time step. The unique aspect of the aforementioned hybrid simulation method is the versatile implementation of inertia forces and a force-based substructuring. The general formulation of RTHS enables this hybrid simulation method being executed as real-time pseudodynamic (PSD) testing, dynamic testing, and a combination of both, depending on the availability of the laboratory testing equipment and their capacity. The derivation of the general formulation and the corresponding testing system are presented in this paper. Numerical simulation and physical experiment were conducted on the RTHS of a three-story structural model. Simulation and experimental results verify the concept of the proposed general formulation of RTHS and the feasibility of the developed corresponding controller platform.

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Acknowledgments

This work was made possible by the National Science Foundation (NSF) grant NSFCMS0086611 and NSFCMS0086612. The authors acknowledge the financial support.

References

Ahmadizadeh, M., Mosqueda, G., and Reinhorn, A. M. (2008). “Compensation of actuator delay and dynamics for real-time hybrid structural simulation.” Earthquake Eng. Struct. Dyn., 37(1), 21–42.
Chen, C., and Ricles, J. M. (2009). “Improving the inverse compensation method for real-time hybrid simulation through a dual compensation scheme.” Earthquake Eng. Struct. Dyn., 38(10), 1237–1255.
Darby, A. P., Blakeborough, A., and Williams, M. S. (1999). “Real-time substructure tests using hydraulic actuator.” J. Eng. Mech., 125(10), 1133–1139.
Dimig, J., Shield, C., French, C., Bailey, F., and Clark, A. (1999). “Effective force testing: A method of seismic simulation for structural testing.” J. Struct. Eng., 125(9), 1028–1037.
Ji, X., Kajiwara, K., Nagae, T., Enokida, N., and Nakashima, M. (2009). “A substructure shaking table test for reproduction of earthquake responses of high-rise buildings.” Earthquake Eng. Struct. Dyn., 38, 1381–1399.
Kausel, E. (1998a). “New seismic testing method. I: Fundamental concepts.” J. Eng. Mech., 124(5), 565–570.
Kausel, E. (1998b). “New seismic testing method. II: Proof for MDOF systems.” J. Eng. Mech., 124(5), 571–575.
Kunnath, S. K., and Reinhorn, A. M. (1989). “Inelastic three-dimensional response analysis of RC buildings (IDARC 3-D) Part I—Modeling.” Technical Rep. NCEER-89-0009, National Center for Earthquake Engineering Research, SUNY/Buffalo.
Lee, S.-K., Park, E. C., Min, K.-W., and Park, J.-H. (2007). “Real-time substructuring technique for the shaking table test of upper substructures.” Eng. Struct., 29(9), 2219–2232.
Mahin, S. A., and Shing, P. B. (1985). “Pseudodynamic method for seismic testing.” J. Struct. Eng., 111(7), 1482–1503.
Mercan, O., and Ricles, J. M. (2007). “Stability and accuracy analysis of outer loop dynamics in real-time pseudodynamic testing of SDOF systems.” Earthquake Eng. Struct. Dyn., 36(11), 1523–1543.
MTS Systems Corporation 2003793.xx. [Computer software]. (2003). MTS Systems Corporation.
Nakashima M., Kaminosono N., Ishida M., and Ando K. (1990). “Integration techniques for substructure pseudo dynamic test.” Proc., 4th U.S. National Conf. on Earthquake Engineering, 2, CA, 515–524.
Nakashima, M., Kato, H., and Takaoka, E. (1992). “Development of real-time pseudo dynamic testing.” Earthquake Eng. Struct. Dyn., 21(1), 79–92.
Mathworks. Simulink and xPC target. (2003). [Computer software]. Mathworks.
Neild, S. A., Stoten, D. P., Drury, D., and Wagg, D. J. (2005). “Control issues relating to real-time substructuring experiments using a shaking table.” Earthquake Eng. Struct. Dyn., 34(9), 1171–1192.
Reinhorn, A. M., Bruneau, M., Chu, S. Y., Shao, X., and Pitman, M. C. (2003). “Large scale real time dynamic hybrid testing technique—Shake tables substructure testing.” Proc., ASCE Structures Congress, Seattle, Paper 587.
Reinhorn, A. M., Sivaselvan, M. V., Liang, Z., Shao, X., Pitman, M., and Weinreber, S. (2005). “Large scale real time dynamic hybrid testing technique—Shake tables substructure testing.” Proc., 1st Int. Conf. on Advances in Experimental Structural Engineering, AESE, Nagoya, Japan, 457.
Shao, X. (2007). “Unified control platform for real time dynamic hybrid simulation.” Ph.D. dissertation, Dept. of Civil, Structural and Environmental Engineering, State Univ. of New York, Buffalo.
Shield, C. K., and French, C. W. (2001). “Development and implementation of the effective force testing method for seismic simulation of large-scale structures.” Philos. Trans. R. Soc. A, 359(1786), 1911–1929.
Shing, P. B. (2008). “Real-time hybrid testing techniques.” Modern testing techniques for structural systems dynamics and control, O. S. Bursi and D. J. Wagg, eds., CISM-Springer Wien, New York.
Shing, P. B., Nakashima, M., and Bursi, O. S. (1996). “Application of pseudodynamic test method to structural research.” Earthquake Spectra, 12(1), 29–56.
Shing, P. B., Wei, Z., Jung, R. Y., and Stauffer, E. (2004). “Nees fast hybrid test system at the University of Colorado.” Proc., 13th World Conf. on Earthquake Engineering, Vancouver, Canada, Paper No. 3497.
Sivaselvan, M. V., Reinhorn, A. M., Shao, X., and Weinreber, S. (2008). “Dynamic force control with hydraulic actuators using added compliance and displacement compensation.” Earthquake Eng. Struct. Dyn., 37, 1785–1800.
Stojadinovic, B., Mosqueda, G., and Mahin, S. A. (2006). “Event-driven control system for geographically distributed hybrid simulation.” J. Struct. Eng., 132(1), 68–77.
Wallace, M. I., Sieber, J., Neild, S. A., Wagg, D. J., and Krauskopf, B. (2005). “Stability analysis of real-time dynamic substructuring using delay differential equation models.” Earthquake Eng. Struct. Dyn., 34(15), 1817–1832.
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.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 137Issue 7July 2011
Pages: 748 - 760

History

Received: Nov 13, 2008
Accepted: Sep 12, 2010
Published online: Sep 22, 2010
Published in print: Jul 1, 2011

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Authors

Affiliations

Xiaoyun Shao, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Construction Engineering, Western Michigan Univ., Kalamazoo, MI 49008-5316 (corresponding author). E-mail: [email protected]
Andrei M. Reinhorn, F.ASCE
Clifford C. Furnas Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, State Univ. of New York, Buffalo, NY 14260-4300.
Mettupalayam V. Sivaselvan
Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Colorado, Boulder, CO 80309.

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