DOI QR코드

DOI QR Code

Temperature effect on seismic behavior of transmission tower-line system equipped with SMA-TMD

  • Tian, Li (School of Civil Engineering, Shandong University) ;
  • Liu, Juncai (School of Civil Engineering, Shandong University) ;
  • Qiu, Canxing (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology) ;
  • Rong, Kunjie (School of Civil Engineering, Shandong University)
  • 투고 : 2019.02.28
  • 심사 : 2019.03.10
  • 발행 : 2019.07.25

초록

Transmission tower-line system is one of most critical lifeline systems to cities. However, it is found that the transmission tower-line system is prone to be damaged by earthquakes in past decades. To mitigate seismic demands, this study introduces a tuned-mass damper (TMD) using superelastic shape memory alloy (SMA) spring for the system. In addition, considering the dynamic characteristics of both tower-line system and SMA are affected by temperature change. Particular attention is paid on the effect of temperature variation on seismic behavior. In doing so, the SMA-TMD is installed into the system, and its properties are optimized through parametric analyses. The considered temperature range is from -40 to $40^{\circ}C$. The seismic control effect of using SMA-TMD is investigated under the considered temperatures. Interested seismic performance indices include peak displacement and peak acceleration at the tower top and the height-wise deformation. Parametric analyses on seismic intensity and frequency ratio were carried out as well. This study indicates that the nonlinear behavior of SMA-TMD is critical to the control effect, and proper tuning before application is advisable. Seismic demand mitigation is always achieved in this wide temperature range, and the control effect is increased at high temperatures.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Shandong University, Natural Science Foundation of Shandong Province

참고문헌

  1. Andrawes, B. and DesRoches, R. (2005), "Unseating prevention for multiple frame bridges using superelastic devices", Smart Mater. Struct., 14(3), S60. https://doi.org/10.1088/0964-1726/14/3/008
  2. ANSYS, Inc. (2012), ANSYS structure Analysis Guide Release 14.5. SAP, IP Inc.
  3. Carreras, G., Casciati, F., Casciati, S., Isalgue, A., Marzi, A. and Torra, V. (2011), "Fatigue laboratory tests toward the design of SMA portico-braces", Smart Struct. Syst., 7(1), 41-57. http://dx.doi.org/10.12989/sss.2011.7.1.041.
  4. Casciati, F. and Faravelli, L. (2009), "A passive control device with SMA components from the prototype to the model", Struct. Control. Health. Monit, 16(7-8), 751-765. https://doi.org/10.1002/stc.328.
  5. Casciati, S., Faravelli, L. and Vece, M. (2017), "Investigation on the fatigue performance of Ni-Ti thin wires", Struct. Control Health Monit., 24(1) e1855. doi: 10.1002/stc.1855. https://doi.org/10.1002/stc.1855.
  6. Casciati, S. and Marzi, A. (2010), "Experimental studies on the fatigue life of shape memory alloy bars", Smart Struct. Syst., 6(1), 73-85. http://dx.doi.org/10.12989/sss.2010.6.1.073.
  7. Chen, B., Weng, S. and Zhi, L. (2017), "Response control of a large transmission tower-line system under seismic excitations using friction dampers", Adv. Struct. Eng., 20(8), 1155-1173. https://doi.org/10.1177/1369433216679999.
  8. Chinese National Standard, (2015), Seismic Ground Motion Parameters Zonation Map of China, Chinese National Standard, Beijing, China, 2015, in Chinese.
  9. Den Hartog, J.P. (1985), "Mechanical vibrations", Courier Corporation.
  10. Fang, C., Yam, M.C.H., Lam, A.C.C. and Xie, L.K. (2014), "Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts", J. Constr. Steel. Res., 94, 122-136. https://doi.org/10.1016/j.jcsr.2013.11.008.
  11. Faroughi, S. (2015), "Adaptive tunable vibration absorber using shape memory alloy", Mech. Adv. Compos. Struct., 2(1), 55-60. DOI: 10.22075/MACS.2015.332.
  12. Graesser, E.J. and Cozzarelli, F.A. (1991), "Shape-memory alloys as new materials for aseismic isolation", J. Eng. Mech., 117(11), 2590-2608. https://doi.org/10.1061/(ASCE)0733-9399(1991)117:11(2590).
  13. Hall, J.F., Holmes, W.T. and Somers, P. (1994), "Northridge earthquake of January 17, 1994", Earthquake Engineering Research Institute, California, USA.
  14. Huang, H. and Chang, W.S. (2018), "Application of pre-stressed SMA-based tuned mass damper to a timber floor system", Eng. Struct., 167, 143-150. https://doi.org/10.1016/j.engstruct.2018.04.011.
  15. Kilroe, N. (2000), "Aerial method to mitigate vibration on transmission towers", Proceedings of the Transmission and Distribution Construction, Operation and Live-Line Maintenance., Montreal, Canada.
  16. Lagoudas, D.C., Mayes, J.J. and Khan, M.M. (2001), "Simplified shape memory alloy (SMA) material model for vibration isolation", Proceedings of the Smart Structures and Materials 2001: Modeling, Signal Processing, and Control in Smart Structures, Newport Beach, CA, March.
  17. Liu, J.L., Zhu, S., Xu, Y.L. and Zhang, Y.F. (2011), "Displacement-based design approach for highway bridges with SMA isolators", Smart Struct. Syst., 8(2), 173-190. http://dx.doi.org/10.12989/sss.2011.8.2.173.
  18. Lobo, P.S., Almeida, J. and Guerreiro, L. (2015), "Semi-active damping device based on superelastic shape memory alloys", Structures, 3, 1-12. https://doi.org/10.1016/j.istruc.2015.06.006.
  19. Matta, E. (2012), "Effectiveness of tuned mass dampers against ground motion pulses", J. Struct. Eng. - ASCE, 139(2), 188-198. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000629.
  20. McCormick, J., DesRoches, R., Fugazza, D. and Auricchio, F. (2007), "Seismic assessment of concentrically braced steel frames with shape memory alloy braces", J. Struct. Eng., 133(6), 862-870. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:6(862).
  21. Miguel, L.F.F., Miguel, L.F.F. and Lopez, R.H. (2016), "Simultaneous optimization of force and placement of friction dampers under seismic loading", Eng. Optimiz., 48(4), 582-602. https://doi.org/10.1080/0305215X.2015.1025774.
  22. Moore, P.J. and Grace, D.B. (2000), "Remote sensing of overhead line conductor temperature using an infra-red sensor", Proceedings of the 5th International Conference APSCOM 2000, Hong Kong, October.
  23. Motahari, S.A. and Ghassemieh, M. (2007), "Multilinear one-dimensional shape memory material model for use in structural engineering applications", Eng. Struct., 29(6), 904-913. https://doi.org/10.1016/j.engstruct.2006.06.007.
  24. Qiu, C. and Zhu, S. (2014), "Characterization of cyclic properties of superelastic monocrystalline Cu-Al-Be SMA wires for seismic applications", Constr. Build. Mater., 72, 219-230. https://doi.org/10.1016/j.conbuildmat.2014.08.065.
  25. Qiu, C. and Zhu, S. (2017), "Performance-based seismic design of self-centering steel frames with SMA-based braces", Eng. Struct., 130, 67-82. https://doi.org/10.1016/j.engstruct.2016.09.051.
  26. Qiu, C., Zhang, Y., Li, H., Qu, B., Hou, H. and Tian, L. (2018), "Seismic performance of Concentrically Braced Frames with non-buckling braces: a comparative study", Eng. Struct., 154, 93-102. https://doi.org/10.1016/j.engstruct.2017.10.075.
  27. Santos, F.A. and Nunes, J. (2018), "Toward an adaptive vibration absorber using shape-memory alloys, for civil engineering applications", J. Intel. Mat. Syst. Str., 29(5), 729-740. https://doi.org/10.1177/1045389X17721031.
  28. Shuai, X., Jiang, L. and Hou. J. (2014), "Hazard analysis on the characteristics of the M 6.5 Ludian earthquake", Technology for Earthquake Disaster Prevention, 9(3), 340-358. (in Chinese) https://doi.org/10.11899/zzfy20140302
  29. Song, G., Ma, N. and Li, H.N. (2006), "Applications of shape memory alloys in civil structures", Eng. Struct., 28(9), 1266-1274. https://doi.org/10.1016/j.engstruct.2005.12.010.
  30. Soong, T.T. and Constantinou, M.C.(1994), Passive and Active Structural Vibration Control in Civil Engineering, Springer-Verlag, New York, NY, USA.
  31. Tian, L., Yu, Q. and Ma, R. (2013), "Study on seismic control of power transmission tower-line coupled system under multicomponent excitations", Math. Prob. Eng., 2013. http://dx.doi.org/10.1155/2013/829415.
  32. Tian, L., Rong, K. and Zhang, P. (2017), "Vibration control of a power transmission tower with pounding tuned mass damper under multi-component seismic excitations", Appl. Sciences, 7(5), 477. https://doi.org/10.3390/app7050477.
  33. Torra, V., Carreras, G., Casciati, S. and Terriault, P. (2014), "On the NiTi wires in dampers for stayed cables", Smart Struct. Syst., 13(3), 353-374. http://dx.doi.org/10.12989/sss.2014.13.3.353.
  34. Wu, G., Zhai, C.H. and Li, S. (2011), "Effects of tower-line coupling on seismic vibration control of large crossing transmission tower-line system with TMD", Adv. Mater. Res., 243, 4005-4008. https://doi.org/10.4028/www.scientific.net/AMR.243-249.4005.
  35. Zhang, P., Song, G. and Li, H. (2012), "Seismic control of power transmission tower using pounding TMD", J. Eng. Mech., 139(10), 1395-1406. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000576.
  36. Zhao, Y., Shen, C. and Lu, J. (2001), "Calculation of the sagging in overhead insulated cable", Wire & Cable, (6), 39-41. (in Chinese) https://doi.org/10.3969/j.issn.1672-6901.2003.06.011
  37. Zhu, S. and Qiu, C. (2014), "Incremental dynamic analysis of highway bridges with novel shape memory alloy isolators", Adv. Struct. Eng., 17(3), 429-438. https://doi.org/10.1260/1369-4332.17.3.429.
  38. Zhu, S. and Zhang, Y. (2008), "Seismic analysis of concentrically braced frame systems with self-centering friction damping braces", J. Struct. Eng., 134(1), 121-131. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(121).
  39. Zuo, H., Bi, K. and Hao, H. (2017), "Using multiple tuned mass dampers to control offshore wind turbine vibrations under multiple hazards", Eng. Struct., 141, 303-315. https://doi.org/10.1016/j.engstruct.2017.03.006.