Technical Papers
Jun 10, 2019

Shake Table Seismic Performance Assessment of Auxiliary Battery Power Systems Using the FEMA 461 Protocol

Publication: Journal of Structural Engineering
Volume 145, Issue 8

Abstract

Auxiliary batteries and battery rack systems are widely used as a risk mitigation strategy in several critical facilities to supply power following loss of external power from the grid. Although these systems might fail during earthquakes, causing cascading catastrophic economic and life losses, they have received little attention in terms of investigating their seismic performance. However, after recent extreme events (e.g., the Fukushima nuclear disaster), such risk mitigation systems have been attracting more attention to ensure their functionality during extreme events. This paper investigates the seismic performance and modes of failure of battery rack systems that are currently used in several critical facilities. Shake table tests were performed at different ground motion levels, following the recommendations of the FEMA 461 guidelines. The results demonstrated that the design guidelines and fragility curves currently assigned to battery rack systems in the FEMA P-58 prestandards do not encompass all possible failure mechanisms. This paper not only enlarges the experimental database of the seismic performance of battery rack systems, but also facilitates the adoption of these systems within the next generation of performance-based seismic design standards.

Get full access to this article

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

Acknowledgments

The financial support for this project was provided by the Natural Science and Engineering Research Council (NSERC) of Canada using the Collaborative Research and Training Experience (CREATE) program, through the Canadian Nuclear Energy Infrastructure Resilience under Seismic Systemic Risk (CaNRisk) program. Special thanks are given to the McMaster University Applied Dynamic Laboratory (ADL) staff.

References

ASCE. 2007. Substation structure design guide. ASCE 113. Reston, VA: ASCE.
ASCE. 2010. Seismic design loads for buildings and other structures. ASCE/SEI 7. Reston, VA: ASCE.
Berak, E. 2005. “Modal testing and finite element analysis of a battery rack for seismic applications.” J. IEST 48 (1): 94–102. https://doi.org/10.17764/jiet.48.1.784m8hv205744x26.
Burningham, C., G. Mosqueda, and R. Saavedra. 2007. “Comparison of seismic fragility of free standing equipment using current testing protocols and recorded building floor motions.” In Proc., Earthquake Engineering Symposium for Young Researchers. Buffalo, NY: MCEER, State Univ. of New York at Buffalo.
C&D Technologies. 2012. KCR lead-calcium and KAR lead-antimony for switchgear and control applications. Mississauga, ON, Canada: C&D Technologies.
Chopra, A. K. 2007. Dynamics of structures: Theory and applications to earthquake engineering. 3rd ed. Upper Saddle River, NJ: Pearson/Prentice Hall.
Choun, Y. S., I. K. Choi, and J. M. Seo. 2008. “Improvement of the seismic safety of existing nuclear power plants by an increase of the component seismic capacity: A case study.” Nucl. Eng. Des. 238 (6): 1410–1420. https://doi.org/10.1016/j.nucengdes.2007.10.008.
Cosenza, E., L. Di Sarno, G. Maddaloni, G. Magliulo, C. Petrone, and A. Prota. 2015. “Shake table tests for the seismic fragility evaluation of hospital rooms.” Earthquake Eng. Struct. Dyn. 44 (1): 23–40. https://doi.org/10.1002/eqe.2456.
CSA (Canadian Standards Association). 2014. Design of concrete structures. CSA A23.3. Rexdale, ON, Canada: CSA.
Di Sarno, L., and G. Manfredi. 2012. “Experimental tests on full-scale RC unretrofitted frame and retrofitted with buckling-restrained braces.” Earthquake Eng. Struct. Dyn. 41 (2): 315–333. https://doi.org/10.1002/eqe.1131.
EPRI (Electric Power Research Institute). 1991. Generic seismic ruggedness of power plant equipment., Oakland, CA: EPRI.
EPRI (Electric Power Research Institute). 2002. Seismic fragility application guide. Irvine, CA: ABSG Consulting.
FEMA. 2004. NEHRP recommended provisions for seismic regulations for new buildings and other structures. FEMA 450. Washington, DC: FEMA.
FEMA. 2007. Interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components. FEMA 461. Washington, DC: FEMA.
FEMA. 2012a. Reducing the risks of nonstructural earthquake damage: A practical guide. FEMA E-74. Washington, DC: FEMA.
FEMA. 2012b. Seismic performance assessment of buildings. FEMA P-58. Washington, DC: FEMA.
Filiatrault, A., and T. Sullivan. 2014. “Performance-based seismic design of nonstructural building components: The next frontier of earthquake engineering.” Supplement, J. Earthquake Eng. Eng. Vibr. 13 (S1): 17–46. https://doi.org/10.1007/s11803-014-0238-9.
Fujisaki, E., S. Takhirov, Q. Xie, and K. Mosalam. 2014. “Seismic vulnerability of power supply: Lessons learned from recent earthquakes and future horizons of research.” In Proc., 9th Int. Conf. of Structural Dynamics. Porto, Portugal: European Association for Structural Dynamics, Univ. of Porto.
Furukawa, S., E. Sato, Y. Shi, T. Becker, and M. Nakashima. 2013. “Full-scale shaking table test of a base-isolated medical facility subjected to vertical motions.” J. Earthquake Eng. Struct. Dyn. 42 (13): 1931–1949. https://doi.org/10.1002/eqe.2305.
Huang, B., W. Lu, and K. M. Mosalam. 2017. “Shaking table tests of the cable tray system in nuclear power plants.” J. Perform. Constr. Facil. 31 (4): 04017018. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001009.
Huang, Y. N., A. S. Whittaker, and N. Luco. 2010. “Seismic performance assessment of base-isolated safety-related nuclear structures.” Earthquake Eng. Struct. Dyn. 39 (13): 1421–1442. https://doi.org/10.1002/eqe.1038.
ICC-ES (International Code Council Evaluation Service). 2012. Acceptance criteria for seismic qualification by shake table testing of nonstructural components and systems. Whittier, CA: International Code Council Evaluation Service.
IEEE. 2005. IEEE recommended practice for seismic design of substations. IEEE 693. New York: IEEE.
IEEE. 2013. IEEE standard for qualification of Class 1E vented lead acid storage batteries for nuclear power generating stations. IEEE 535. New York: IEEE.
Johnson, G. S., R. E. Sheppard, M. D. Quilici, S. J. Eder, and C. Scawthorn. 1999. Seismic reliability assessment of critical facilities: A handbook, supporting documentation, and model code provisions. Buffalo, NY: MCEER, State Univ. of New York at Buffalo.
Kim, M., I.-K. Choi, and J.-M. Seo. 2012. “A shaking table test for an evaluation of seismic behavior of 480 V MCC.” J. Nucl. Eng. Des. 243: 341–355. https://doi.org/10.1016/j.nucengdes.2011.11.033.
Lijesh, K. P., and H. Hirani 2014. “Stiffness and damping coefficients for rubber mounted hybrid bearing.” Lubr. Sci. 26 (5): 301–314. https://doi.org/10.1002/ls.1252.
Luo, J., N. E. Wierschem, S. A. Hubbard, L. A. Fahnestock, D. D. Quinn, D. M. McFarland, B. F. Spencer Jr., A. F. Vakakis, and L. A. Bergman. 2014. “Large-scale experimental evaluation and numerical simulation of a system of nonlinear energy sinks for seismic mitigation.” Eng. Struct. 77: 34–48. https://doi.org/10.1016/j.engstruct.2014.07.020.
Magliulo, G., V. Pentangelo, G. Maddaloni, V. Capozzi, C. Petrone, P. Lopez, R. Talamonti, and G. Manfredi. 2012. “Shake table tests for seismic assessment of suspended continuous ceilings.” Bull. Earthquake Eng. 10 (6): 1819–1832. https://doi.org/10.1007/s10518-012-9383-6.
Mohammed, H., A. Ghobarah, and T. Aziz. 2008. “Seismic response of secondary systems supported by torsionally yielding structures.” J. Earthquake Eng. 12 (6): 932–952. https://doi.org/10.1080/13632460701758588.
Mosqueda, G., R. Retamales, A. Filiatrault, and A. Reinhorn. 2009. “Testing facility for experimental evaluation of non-structural components under full-scale floor motions.” J. Struct. Des. Tall Spec. Build. 18 (4): 387–404. https://doi.org/10.1002/tal.441.
Nagarajaiah, S., A. M. Reinhorn, and M. C. Constantinou. 1992. “Experimental study of sliding isolated structures with uplift restraint.” J. Struct. Eng. 118 (6): 1666–1682. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:6(1666).
Parise, G., L. Martirano, L. Parise, M. De Angleis, A. Reggio, and J. Weber. 2013. “Seismic qualification of electrical equipment in critical facilities.” In Industrial and Commercial Power Systems Technical Conf. New York: IEEE.
Park, Y., and A. Ang. 1985. “Mechanistic seismic damage model for reinforced concrete.” J. Struct. Eng. 111 (4): 722–739. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:4(722).
Porter, K. 2009. Fragility of battery racks. Washington, DC: FEMA.
Porter, K., S. Krishnan, and X. Xu. 2006. Analysis of simultaneous operational failure of critical facilities due to earthquake, for a California utility. EERL 2006-01. Pasadena, CA: Earthquake Engineering Research Laboratory.
Priestley, N., G. Calvi, and M. Kowalsky. 2007. Displacement-based seismic design of structures. Pavia, Italy: IUSS.
Rahmanishamsi, E., S. Soroushian, and E. M. Maragakis. 2014. “Seismic response of ceiling/piping/partition systems in NEESR-GC system-level experiments.” In Proc., ASCE/SEI Structures Congress, 1824–1835. Reston, VA: ASCE.
Retamales, R., G. Mosqueda, A. Filliatrault, and A. Reinhorn. 2011. “Testing protocol for experimental seismic qualification of distributed nonstructural systems.” J. Earthquake Spectra 27 (3): 835–856. https://doi.org/10.1193/1.3609868.
Roussis, P. C., and M. C. Constantinou. 2005. Experimental and analytical studies of structures seismically isolated with an uplift-restraint isolation system (No. 1). Buffalo, NY: MCEER, State Univ. of New York at Buffalo.
Salawu, O. S. 1997. “Detection of structural damage through changes in frequency: A review.” Eng. Struct. 19 (9): 718–723. https://doi.org/10.1016/S0141-0296(96)00149-6.
SQUG (Seismic Qualification Utility Group). 1999. Electronic earthquake experience database user’s guide: SQUG EPRIWEB site. TR-113705. Palo Alto, CA: EPRI.
SQUG (Seismic Qualification Utility Group). 2017. Electronic earthquake experience database user’s guide: SQUG EPRIWEB site. Accessed January 2, 2017. https://www.squg.mpr.com.
Telcordia Technologies. 2002. Network equipment-building system (NEBS) requirements: Physical protection. Bridgewate, NJ: Telcordia Technologies.
Vamvatsikos, D., and C. A. Cornell. 2002. “Incremental dynamic analysis.” Earthquake Eng. Struct. Dyn. 31 (3): 491-5–14. https://doi.org/10.1002/eqe.141.
Wang, Z. Z., Y.-J. Jiang, C. A. Zhu, and T. C. Sun. 2015. “Shaking table tests of tunnel linings in progressive states of damage.” J. Tunneling Underground Space Technol. 50: 109–117. https://doi.org/10.1016/j.tust.2015.07.004.
Whittaker, A., and T. Soong. 2003. “An overview of nonstructural components research at three U.S. earthquake engineering research centers.” In Proc., Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities ATC-29-2. Redwood City, CA: Applied Technology Council.
Wilcoski, J., J. Gambill, and S. Smith. 1997. CERL equipment fragility and protection procedure (CEFAPP). Champaign, IL: US Army Construction Engineering Research Laboratory.
Wittich, C., and T. Hutchinson. 2015. “Shake table tests of stiff, unattached, asymmetric structures.” J. Earthquake Eng. Struct. Dyn. 44 (14): 2425–2443. https://doi.org/10.1002/eqe.2589.
Yan, L., N. Chouw, and K. Jayaraman. 2014. “On energy absorption capacity, flexural and dynamic properties of flax/epoxy composite tubes.” Fibers Polym. 15 (6): 1270–1277. https://doi.org/10.1007/s12221-014-1270-0.
Zentner, I., M. Gündel, and N. Bonfils. 2017. “Fragility analysis methods: Review of existing approaches and application.” Nucl. Eng. Des. 323: 245–258. https://doi.org/10.1016/j.nucengdes.2016.12.021.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 145Issue 8August 2019

History

Received: Apr 7, 2018
Accepted: Nov 18, 2018
Published online: Jun 10, 2019
Published in print: Aug 1, 2019
Discussion open until: Nov 10, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Ahmed Ghith, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7. Email: [email protected]
Mohamed Ezzeldin, A.M.ASCE [email protected]
Postdoctoral Fellow, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7. Email: [email protected]
Michael Tait, M.ASCE [email protected]
Joe Ng/JNE Consulting Chair Professor, Design, Construction, and Management of Infrastructure Renewal, and Chair, Dept. of Civil engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7. Email: [email protected]
Director of the CaNRisk-CREATE Program and Professor, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7 (corresponding author). ORCID: https://orcid.org/0000-0001-8617-261X. Email: [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