Technical Papers
Jan 18, 2018

Seismic Analysis of a 500-kV Power Transformer of the Type Damaged in the 2008 Wenchuan Earthquake

Publication: Journal of Performance of Constructed Facilities
Volume 32, Issue 2

Abstract

As indispensable electric power equipment in substations, high-voltage power transformers have experienced severe damage in past earthquakes. This paper illustrates an earthquake-damaged 500-kV power transformer: all three 550-kV bushings fractured, oil conservator supports were sheared off, and leaked transformer oil caused a fire. A detailed finite-element model of the power transformer was developed. The modal and response-history analyses using the finite-element model were conducted to investigate possible reasons for the power transformer earthquake damage. The results indicated that the local modes of the transformer components, such as bushings and turrets, and the oil conservator dominate the power transformer vibration. Spectral accelerations at the top flange plates of the turrets on the transformer tank were significantly amplified for the transformer bushings. Peak resultant bending moments at the bottoms of the air-side insulators of the 550-kV bushings subjected to the Wenchuan earthquake motions exceeded their bending capacities. Accelerations for the oil conservator were also greatly amplified, thus the oil conservator supports suffered large translational and torsional deformations to the earthquake motions. It is concluded from the earthquake damage and seismic analyses that this type of power transformer is vulnerable to strong earthquakes because the earthquake effect is not adequately considered in the power transformer structural design.

Get full access to this article

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

Acknowledgments

This study was financially supported by the China Scholarship Council (Grant No. 201606260225). The support is greatly appreciated. Professor Andrew S. Whittaker in the Department of Civil, Structural, and Environmental Engineering, State University of New York at Buffalo, Buffalo, New York, is gratefully acknowledged for hosting the first author as a visiting scholar and giving specific advice on revising the manuscripts.

References

ABAQUS [Computer software]. Dassault Systemes, Providence, RI.
Bellorini, S., Salvetti, M., Bettinali, F., and Zafferani, G. (1998). “Seismic qualification of transformer high voltage bushings.” IEEE Trans. Power Delivery, 13(4), 1208–1213.
Clough, R. W., and Penzien, J. (2003). Dynamics of structures, Computers & Structures, Inc., Berkeley, CA.
Cochran, R. S. (2015). “Seismic base isolation of a high voltage transformer.” Proc., Electrical Transmission and Substation Structures, ASCE, Branson, MI.
Code of China. (2013). “Code for seismic design of electrical installations.” GB 50260-2013, Beijing (in Chinese).
Eidinger, J., Davis, C., Tang, A., and Kempner, L. (2012). “M 9.0 Tohoku earthquake March 11, 2011, performance of water and power systems.”, G&E Engineering System Inc., Oakland, CA.
Ersoy, S., Feizi, S., Ashrafi, A., and Saadeghvaziri, M. A. (2008). “Seismic evaluation and rehabilitation of critical components of electrical power systems.”, State Univ. of New York at Buffalo, Buffalo, NY.
Fahad, M. (2013). “Seismic evaluation and qualification of transformer bushings.” Ph.D. dissertation, State Univ. of New York at Buffalo, Buffalo, NY.
Filiatrault, A., and Matt, H. (2005). “Experimental seismic response of high-voltage transformer-bushing systems.” Earthquake Spectra, 21(4), 1009–1025.
Filiatrault, A., and Matt, H. (2006). “Seismic response of high voltage electrical transformer-bushing systems.” J. Struct. Eng., 287–295.
Fujisaki, E., Takhirov, S., Xie, Q., and Mosalam, K. M. (2014). “Seismic vulnerability of power supply: Lessons learned from recent earthquakes and future horizons of research.” Proc., 9th Int. Conf. on Structural Dynamics, EURODYN 2014, Porto, Portugal.
Gilani, A. S., Chavez, J. W., Fenves, G. L., and Whittaker, A. S. (1998). “Seismic evaluation of 196 kV porcelain transformer bushings.”, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Gilani, A. S., Whittaker, A. S., Fenves, G. L., and Fujisaki, E. (1999a). “Seismic evaluation and retrofit of 230-kV porcelain transformer bushings.”, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Gilani, A. S., Whittaker, A. S., Fenves, G. L., and Fujisaki, E. (1999b). “Seismic evaluation of 550 kV porcelain transformer bushings.”, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Hilber, H. M., Hughes, T. J. R., and Taylor, R. L. (1977). “Improved numerical dissipation for time integration algorithms in structural dynamics.” Earthquake Eng. Struct. Dyn., 5(3), 283–292.
IEEE. (2006). “Recommended practice for seismic design of substations.” IEEE 693-2005, New York.
Klopfensein, A., Conway, B. J., and Stanton, T. N. (1976). “An approach to seismic evaluation of electrical substation.” IEEE Trans. Power Apparatus Syst., 95(1), 231–242.
Koliou, M., Filiatrault, A., and Reinhorn, A. M. (2013a). “Seismic response of high-voltage transformer-bushing systems incorporating flexural stiffeners. I: Numerical study.” Earthquake Spectra, 29(4), 1335–1352.
Koliou, M., Filiatrault, A., and Reinhorn, A. M. (2013b). “Seismic response of high-voltage transformer-bushing systems incorporating flexural stiffeners. II: Experimental study.” Earthquake Spectra, 29(4), 1353–1367.
Kong, D. (2010). “Protection of high voltage electrical equipment against severe shock and vibration.” Ph.D. dissertation, State Univ. of New York at Buffalo, Buffalo, NY.
Li, X. J., et al. (2008). “Preliminary analysis of strong-motion recordings from the magnitude 8.0 Wenchuan, China, earthquake of 12 May 2008.” Seismol. Res. Lett., 79(6), 844–854.
Ma, G. L., Liao, D. F., He, C., and Xie, Q. (2017a). “Seismic performance of a 1100 kV transformer bushing.” High Voltage Eng., 43(6), 2033–2041 (in Chinese).
Ma, G. L., Xie, Q., and Whittaker, A. S. (2017b). “Dynamic interaction of high voltage transformer bushings, turrets and tanks.” Earthquake Spectra, in press.
Murota, N., Feng, M. Q., and Liu, G. Y. (2006). “Earthquake simulator testing of base-isolated power transformers.” IEEE Trans. Power Delivery, 21(3), 1291–1299.
Nour-Omid, B., and Clough, R. W. (1985). “Block Lanczos method for dynamic analysis of structures.” Earthquake Eng. Struct. Dyn., 13(2), 271–275.
Oikonomou, K., Constantinou, M. C., Reinhorn, A. M., and Kempner, L., Jr. (2016). “Seismic isolation of electrical transformers.”, State Univ. of New York at Buffalo, Buffalo, NY.
Palk, B. V., Hawley, J. W., Ibanez, P., and Smith, C. B. (1975). “A comparative study of seismic testing methods.” IEEE Trans. Power Apparatus Syst., 94(3), 1003–1012.
Płatek, R., Sekuła, R., and Lewandowski, B. (2010). “Fluid influence on dynamic characteristics of transformer-bushing system using fluid structure interaction (FSI) approach.” IEEE Trans. Dielectr. Electr. Insul., 17(2), 408–416.
Reinhorn, A. M., Oikonomou, K., Roh, H., Schiff, A., and Kempner, L., Jr. (2011). “Modeling and seismic performance evaluation of high voltage transformers and bushings.”, State Univ. of New York at Buffalo, Buffalo, NY.
Saadeghvaziri, M. A., Feizi, B., Kempner, L., Jr., and Alston, D. (2010). “On seismic response of substation equipment and application of base isolation to transformers.” IEEE Trans. Power Delivery, 25(1), 77–186.
Schiff, A. J. (1997). “Northridge earthquake: Lifeline performance and post-earthquake response.”, ASCE Technical Council on Lifeline Earthquake Engineering, Reston, VA.
Schiff, A. J. (1998). “Guide to improved earthquake performance of electric power systems.”, ASCE Technical Council on Lifeline Earthquake Engineering, Reston, VA.
Schiff, A. J., and Tang, A. K. (2000). “Chi-Chi, Taiwan, earthquake of September 21, 1999: Lifeline performance.”, ASCE Technical Council on Lifeline Earthquake Engineering, Reston, VA.
Sezen, H., and Whittaker, A. S. (2006). “Seismic performance of industrial facilities affected by the 1999 Turkey earthquake.” J. Perform. Constr. Facil., 28–36.
Villaverde, R., Pardoen, G. C., and Carnalla, S. (2001). “Ground motion amplification at the flange level of bushings mounted on electric substation transformers.” Earthquake Eng. Struct. Dyn., 30(5), 621–632.
Whittaker, A. S., Fenves, G. L., and Gilani, A. S. (2004). “Earthquake performance of porcelain transformer bushings.” Earthquake Spectra, 20(1), 205–223.
Xie, Q., and Zhu, R. Y. (2011). “Damage to electric power grid infrastructure caused by natural disasters in China-earthquake, wind, and ice.” IEEE Power Energy Mag., 9(2), 28–36.
You, H. B., and Zhao, F. X. (2013). “M7.0 earthquake in Lushan and damage cause analysis of power facilities.” Electric Power Constr., 34(8), 100–104 (in Chinese).
Yu, Y. Q., et al. (2008). “Investigation and analysis of electric equipment damage in Sichuan power grid caused by Wenchuan earthquake.” Power Syst. Technol., 32(11), T1–T6 (in Chinese).
Zareei, S. A., Hosseini, M., and Ghafory-Ashtiany, M. (2016). “Seismic failure probability of a 400 kV power transformer using analytical fragility curves.” Eng. Fail. Anal., 70, 273–289.
Zhou, R. J., et al. (2010). “Strong motion records of Wenchuan Ms8.0 earthquake from digital strong earthquake networks in Sichuan and its neighboring regions.” Chin. J. Rock Mech. Eng., 29(9), 1850–1858 (in Chinese).

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 32Issue 2April 2018

History

Received: Oct 25, 2016
Accepted: Sep 21, 2017
Published online: Jan 18, 2018
Published in print: Apr 1, 2018
Discussion open until: Jun 18, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Guo-Liang Ma, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Structural Engineering, Tongji Univ., A806 Civil Bldg., Shanghai 200092, China. E-mail: [email protected]
Qiang Xie, M.ASCE [email protected]
Professor, Dept. of Structural Engineering, Tongji Univ., A807 Civil Bldg., Shanghai 200092, China (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