Acknowledgement
Supported by : National Natural Science Foundation of China, Shandong University, Natural Science Foundation of Shandong Province
References
- 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
- ANSYS, Inc. (2012), ANSYS structure Analysis Guide Release 14.5. SAP, IP Inc.
- 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.
- 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.
- 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.
- 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.
- 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.
- Chinese National Standard, (2015), Seismic Ground Motion Parameters Zonation Map of China, Chinese National Standard, Beijing, China, 2015, in Chinese.
- Den Hartog, J.P. (1985), "Mechanical vibrations", Courier Corporation.
- 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.
- 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.
- 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).
- Hall, J.F., Holmes, W.T. and Somers, P. (1994), "Northridge earthquake of January 17, 1994", Earthquake Engineering Research Institute, California, USA.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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).
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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
- 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.
- Soong, T.T. and Constantinou, M.C.(1994), Passive and Active Structural Vibration Control in Civil Engineering, Springer-Verlag, New York, NY, USA.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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
- 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.
- 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).
- 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.