Technical Papers
Jul 2, 2018

Response of Systems and Components in a Base-Isolated Nuclear Power Plant Building Impacted by a Large Commercial Aircraft

Publication: Journal of Structural Engineering
Volume 144, Issue 9

Abstract

Earthquake shaking must be addressed in the design of a nuclear power plant (NPP). The impact of a large commercial airliner on a nuclear power plant building is considered a beyond-design-basis event but assessment is required for new reactors. This paper investigates the effect of beyond-design-basis impact of a large commercial airliner on a base-isolated NPP constructed to resist the effects of design-basis earthquake shaking. A finite element model of the testbed NPP is analyzed for design-basis shaking at a site of high seismic hazard and for aircraft impact. Spectral demands on systems and components inside but not attached to the containment vessel are compared for (1) design-basis shaking of the conventionally constructed testbed; (2) design-basis shaking of the base-isolated testbed; and (3) aircraft impact loading of the base-isolated testbed. The importance of isolation-system parameters, soil-structure-interaction (SSI), and soil modeling on the impact-related spectral demands of the isolated NPP are investigated and reported. Elastic material behavior is assumed for the superstructure and the soil, and nonlinear hysteretic behavior is assumed for the lead-rubber isolation system. For the assumed aircraft impact, the installation of a seismic isolation system increases in-structure spectral demands on structures, systems, and components inside containment with respect to the fixed-base condition. In-structure spectral demands due to aircraft impact in a base-isolated NPP are insensitive to the secant period and/or characteristic strength of the isolation system. The effect of soil-structure interaction on the impact response is significant for the fixed-base NPP but relatively small for the base-isolated NPP.

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Acknowledgments

Financial support for this research project was provided by the United States Nuclear Regulatory Commission (USNRC) through a grant to MCEER via a contract led by Dr. Robert Budnitz at the Lawrence Berkeley National Laboratory (LBNL). The authors acknowledge the technical contributions of the Dr. Budnitz, the LBNL review panel, and Dr. Jose Pires of the USNRC to this research project.

References

Andonov, A., K. Apostolov, D. Stefanov, and M. Kostov. 2009. “On the floor response spectra due to aircraft impact.” In Proc., 20th Int. Conf. on Structural Mechanics in Reactor Technology (SMiRT 20). Raleigh, NC: International Association for Structural Mechanics in Reactor Technology.
Andonov, A., K. Apostolov, D. Stefanov, and M. Kostov. 2010. “Parametric study on the floor response spectra and the damage potential of aircraft impact induced vibratory loading.” J. Disaster Res. 5 (4): 417–425. https://doi.org/10.20965/jdr.2010.p0417.
Arros, J., and N. Doumbalski. 2007. “Analysis of aircraft impact to concrete structures.” Nucl. Eng. Des. 237 (12): 1241–1249. https://doi.org/10.1016/j.nucengdes.2006.09.044.
ASCE. 2010. Minimum design loads for buildings and other structures. ASCE/SEI Standard 7-10. Reston, VA: ASCE.
Basu, U. 2009. “Explicit finite element perfectly matched layer for transient three-dimensional elastic waves.” Int. J. Numer. Methods Eng. 77 (2): 151–176. https://doi.org/10.1002/nme.2397.
Hallquist, J. O. 2006. LS-DYNA theory manual. Livermore, CA: Livermore Software Technology Corporation.
Iliev, A., A. Andonov, and M. Kostov. 2013. “Limitations of the load time function approach for assessment of complex structures.” In Proc., 22nd Int. Conf. on Structural Mechanics in Reactor Technology (SMiRT 22). Raleigh, NC: International Association for Structural Mechanics in Reactor Technology.
Iliev, V., K. Georgiev, and V. Serbezov. 2011. “Assessment of impact load curve of Boeing 747-400.” Mach. Technol. Mater. Int. Sci. J. 1 (1): 22–25.
Keldrauk, E., P. F. Peterson, and B. Stojadinovic. 2011. “Framework for performance-based evaluation and design of seismic isolation for nuclear energy facility structures.” In Proc., 21st Int. Conf. on Structural Mechanics in Reactor Technology (SMiRT-21). Raleigh, NC: International Association for Structural Mechanics in Reactor Technology.
Kirkpatrick, S. W., R. MacNeill, R. T. Bocchieri, V. Phan, R.-Y. Jung, and J. Lee. 2013. “Evaluation of aircraft impact analysis methodologies for nuclear safety applications.” In Proc., 22nd Int. Conf. on Structural Mechanics in Reactor Technology (SMiRT 22). Raleigh, NC: International Association for Structural Mechanics in Reactor Technology.
Kostov, M., A. Iliev, and A. Andonov. 2013. “Load time function defintion for large commercial aircraft impact: Parametric study.” In Proc., 22nd Int. Conf. on Structural Mechanics in Reactor Technology (SMiRT 22). Raleigh, NC: International Association for Structural Mechanics in Reactor Technology.
Kulak, R. F., and B. Yoo. 2003. “Effects of aircraft impact on a seismically isolated reactor building.” Proc., 17th Int. Conf. on Structural Mechanics in Reactor Technology (SMiRT-17). Raleigh, NC: International Association for Structural Mechanics in Reactor Technology.
Kumar, M., and A. Whittaker. 2017. “Cross-platform implementation, verification and validation of advanced mathematical models of elastomeric seismic isolation bearings.” Eng. Struct., in press.
Kumar, M., A. Whittaker, and M. Constantinou. 2014. “An advanced numerical model of elastomeric seismic isolation bearings.” Earthquake Eng. Struct. Dyn. 43 (13): 1955–1974. https://doi.org/10.1002/eqe.2431.
Kumar, M., A. Whittaker, and M. Constantinou. 2015a. “Characterizing friction in sliding isolation bearings.” Earthquake Eng. Struct. Dyn. 44 (9): 1409–1425. https://doi.org/10.1002/eqe.2524.
Kumar, M., A. Whittaker, and M. Constantinou. 2015b. “Experimental investigation of cavitation in elastomeric seismic isolation bearings.” Eng. Struct. 101: 290–305. https://doi.org/10.1016/j.engstruct.2015.07.014.
Kumar, M., A. Whittaker, and M. Constantinou. 2015c. “Response of base-isolated nuclear structures to extreme earthquake shaking.” Nucl. Eng. Des. 295: 860–874. https://doi.org/10.1016/j.nucengdes.2015.06.005.
Kumar, M., A. S. Whittaker, and M. C. Constantinou. 2015d. Seismic isolation of nuclear power plants using elastomeric bearings. New York: Univ. at Buffalo.
Kumar, M., A. S. Whittaker, and M. C. Constantinou. 2015e. Seismic isolation of nuclear power plants using sliding bearings. New York: Univ. at Buffalo.
LSTC (Livermore Software Technology Corporation). 2016. “Damping in LS-DYNA.” Accessed November 1, 2016. http://www.dynasupport.com/howtos/general/damping.
LSTC (Livermore Software Technology Corporation). 2017a. LS-DYNA keyword user’s manual. Livermore, CA: LSTC.
LSTC (Livermore Software Technology Corporation). 2017b. “PML absorbing boundary.” Accessed April 1, 2017. http://www.lstc.com/applications/soil_structure/pml.
Nagarajaiah, S., A. M. Reinhorn, and M. C. Constantinou. 1989. Nonlinear dynamic analysis of three-dimensional base-isolated structures (3D-BASIS). New York: Univ. at Buffalo.
Orr, R. 2003. AP1000 inputs for 2D SASSI analyses. Cranberry Township, PA: Westinghouse Electric Company.
Park, Y. J., Y. K. Wen, and A. H. S. Ang. 1986. “Random vibration of hysteretic systems under bi-directional ground motions.” Earthquake Eng. Struct. Dyn. 14 (4): 543–557. https://doi.org/10.1002/eqe.4290140405.
Riera, J. D. 1968. “On the stress analysis of structures subjected to aircraft impact forces.” Nucl. Eng. Des. 8 (4): 415–426. https://doi.org/10.1016/0029-5493(68)90039-3.
Riera, J. D. 1980. “A critical reappraisal of nuclear power plant safety against accidental aircraft impact.” Nucl. Eng. Des. 57 (1): 193–206. https://doi.org/10.1016/0029-5493(80)90233-2.
USNRC (Nuclear Regulatory Commission). 1998a. 10 CFR Part 50—Domestic licensing of production and utilization facilities. Washington, DC: USNRC.
USNRC (Nuclear Regulatory Commission). 1998b. 10 CFR Part 52—Licenses, certifications, and approvals for nuclear power plants. Washington, DC: USNRC.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 144Issue 9September 2018

History

Received: Oct 12, 2017
Accepted: Mar 28, 2018
Published online: Jul 2, 2018
Published in print: Sep 1, 2018
Discussion open until: Dec 2, 2018

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Authors

Affiliations

Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, Maharashtra 400076, India (corresponding author). ORCID: https://orcid.org/0000-0002-2582-1900. Email: [email protected]
Andrew Whittaker, F.ASCE
Professor, Dept. of Civil, Structural and Environmental Engineering, State Univ. of New York, Buffalo, NY 14260.

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