Effect of Fault Crossing Angle and Location on Seismic Behavior of Transmission Tower-Line System

References

• Alavi, B., and H. Krawinkler. 2004. Behavior of moment-resisting frame structures subjected to near-fault ground motion. Earthquake Engineering & Structural Dynamics 33 (6):687–706. doi: 10.1002/eqe.369.
   Web of Science ®Google Scholar
• Bai, F. L., H. Hao, K. M. Bi, and H. N. Li. 2011. Seismic response analysis of transmission tower-line system on a heterogeneous site to multi-component spatial ground motions. Advances in Structural Engineering 14 (3):457–74. doi: 10.1260/1369-4332.14.3.457.
   Web of Science ®Google Scholar
• Bray, J. D., and A. Rodriguez-Marek. 2004. Characterization of forward- directivity ground motions in the near-fault region. Soil Dynamics and Earthquake Engineering 24 (11):815–28. doi: 10.1016/j.soildyn.2004.05.001.
   Web of Science ®Google Scholar
• Dreger, D., G. Hurtado, A. Chopra, and S. Larsen. 2011. Near-field across-fault seismic ground motions. Bulletin of the Seismological Society of America 101 (1):202–21. doi: 10.1785/0120090271.
   Web of Science ®Google Scholar
• GB 50011-2010. 2010. Code for seismic design of building. Beijing, China: China Architecture & Building Press.
   Google Scholar
• GB 50017-2017. 2017. Code for design of steel structure. Beijing, China: China Architecture & Building Press.
   Google Scholar
• GB 50260-2013. 2013. Code for seismic design of electrical installations. Beijing, China: China Architecture & Building Press.
   Google Scholar
• Ghobarah, A., T. S. Aziz, and M. El-Attar. 1996. Response of transmission lines to multiple support excitation. Engineering Structures 18 (12):936–46. doi: 10.1016/S0141-0296(96)00020-X.
   Web of Science ®Google Scholar
• Hall, F. J. 1995. Northridge earthquake of January 17, 1994: Reconnaissance report. Earthquake Spectral 11 (3):212–15.
   Google Scholar
• Hall, J. F., W. T. Holmes, and P. Somers. 1994. Northridge earthquake, January 17, 1994. Preliminary reconnaissance report, No. 87-93.
   Google Scholar
• Kalkan, E., and S. K. Kunnath. 2006. Effects of fling step and forward directivity on seismic response of buildings. Earthquake Spectra 22 (2):367–90. doi: 10.1193/1.2192560.
   Web of Science ®Google Scholar
• Karamitros, D. K., G. D. Bouckovalas, and G. P. Kouretzis. 2007. Stress analysis of buried steel pipelines at strike-slip fault crossings. Soil Dynamics and Earthquake Engineering 27 (3):200–11. doi: 10.1016/j.soildyn.2006.08.001.
   Web of Science ®Google Scholar
• Kiani, M., T. Akhlaghi, and A. Ghalandarzadeh. 2016. Experimental modeling of segmental shallow tunnels in alluvial affected by normal faults. Tunnelling and Underground Space Technology 51 (JAN):108–19. doi: 10.1016/j.tust.2015.10.005.
   Google Scholar
• Lei, Y. H., and Y. L. Chien. 2009. Seismic analysis of transmission towers under various line configurations. Structural Engineering and Mechanics 31 (3):241–64. doi: 10.12989/sem.2009.31.3.241.
   Web of Science ®Google Scholar
• Liao, W. I., C. H. Loh, and B. H. Lee. 2004. Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions. Engineering Structures 26 (14):2173–83. doi: 10.1016/j.engstruct.2004.07.016.
   Web of Science ®Google Scholar
• Li, S., F. Zhang, and J. Q. Wang. 2017. Effects of near-fault motions and artificial pulse-type ground motions on super-span cable-stayed bridge systems. Journal of Bridge Engineering 22 (3):04016128. doi: 10.1061/(ASCE)BE.1943-5592.0001008.
   Web of Science ®Google Scholar
• Mavroeidis, G. P., G. Dong, and A. S. Papageorgiou. 2004. Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems. Earthquake Engineering & Structural Dynamics 33 (9):1023–49. doi: 10.1002/eqe.391.
   Web of Science ®Google Scholar
• Mavroeidis, G. P., and A. S. Papageorgiou. 2010. Effect of fault rupture characteristics on near-fault strong ground motions. Bulletin of the Seismological Society of America 100 (1):37–58. doi: 10.1785/0120090018.
   Web of Science ®Google Scholar
• Melissianos, V. E., G. P. Korakitis, C. J. Gantes, and G. D. Bouckovalas. 2016. Numerical evaluation of the effectiveness of flexible joints in buried pipelines subjected to strike-slip fault rupture. Soil Dynamics and Earthquake Engineering 90:395–410. doi: 10.1016/j.soildyn.2016.09.012.
   Web of Science ®Google Scholar
• Qu, B., F. Sanchez-Zamora, M. Pollino, and H. Hou. 2016. Rehabilitation of steel concentrically braced frames with rocking cores for improved performance under near-fault ground motions. Advances in Structural Engineering 20 (6):940–52. doi: 10.1177/1369433216668101.
   Web of Science ®Google Scholar
• Scawthorn, C. 2000. The Marmara, Turkey earthquake of August 17, 1999: Reconnaissance report. 190-190.
   Google Scholar
• Taiwan Earthquake Engineering Research Center. 2001. 921 Chi-Chi earthquake disaster investigation report.
   Google Scholar
• Tian, L., W. Z. Bi, J. C. Liu, X. Dong, and A. Q. Xin. 2020a. Seismic and collapse analysis of a UHV transmission tower-line system under cross-fault ground motions. Earthquakes and Structures 19 (6):445. doi: 10.12989/eas.2020.19.6.457.
   Web of Science ®Google Scholar
• Tian, L., X. Dong, H. Y. Pan, G. D. Gao, and A. Q. Xin. 2020b. Critical seismic incidence angle of transmission tower based on shaking table tests. Structural Engineering and Mechanics 76 (2):1–17. doi: 10.12989/sem.2020.76.2.251.
   Web of Science ®Google Scholar
• Tian, L., X. Dong, H. Y. Pan, and X. Y. He. 2019. The critical angle of seismic incidence of transmission tower-line system based on wavelet energy method. Earthquakes and Structures 17 (4):387–98. doi: 10.12989/eas.2019.17.4.387.
   Web of Science ®Google Scholar
• Tian, L., X. Gai, and B. Qu. 2017. Shake table tests of steel towers supporting extremely long-span electricity transmission lines under spatially correlated ground motions. Engineering Structures 132 (Feb):791–807. doi: 10.1016/j.engstruct.2016.11.068.
   Google Scholar
• Tian, L., X. Gai, B. Qu, H. N. Li, and P. Zhang. 2016. Influence of spatial variation of ground motions on dynamic responses of supporting towers of overhead electricity transmission systems: An experimental study. Engineering Structures 128 (Dec):67–81. doi: 10.1016/j.engstruct.2016.09.010.
   Google Scholar
• Tian, L., R. S. Ma, H. Y. Pan, C. X. Qiu, and W. F. Li. 2017b. Progressive collapse analysis of long-span transmission tower-line system under multi-component seismic excitations. Advances in Structural Engineering 20 (12):1920–32. doi: 10.1177/1369433217700426.
   Web of Science ®Google Scholar
• Tian, L., R. S. Ma, and B. Qu. 2018. Influence of different criteria for selecting ground motions compatible with IEEE 693 required response spectrum on seismic performance assessment of electricity transmission towers. Engineering Structures 156:337–50. doi: 10.1016/j.engstruct.2017.11.046.
   Web of Science ®Google Scholar
• Tian, L., H. Y. Pan, and R. S. Ma. 2019. Probabilistic seismic demand model and fragility analysis of transmission tower subjected to near-field ground motions. Journal of Constructional Steel Research 156:266–75. doi: 10.1016/j.jcsr.2019.02.011.
   Web of Science ®Google Scholar
• Ucak, A., G. P. Mavroeidis, and P. Tsopelas. 2014. Behavior of a seismically isolated bridge crossing a fault rupture zone. Soil Dynamics and Earthquake Engineering 57: 164–78. doi: 10.1016/j.soildyn.2013.10.012.
   Web of Science ®Google Scholar
• Vazouras, P., S. A. Karamanos, and P. Dakoulas. 2012. Mechanical behavior of buried steel pipes crossing active strike-slip faults. Soil Dynamics and Earthquake Engineering 41:164–80. doi: 10.1016/j.soildyn.2012.05.012.
   Web of Science ®Google Scholar
• Wu, G., C. H. Zhai, S. Li, and L. L. Xie. 2014. Effects of near-fault ground motions and equivalent pulses on large crossing transmission tower-line system. Engineering Structures 77:161–69. doi: 10.1016/j.engstruct.2014.08.013.
   Web of Science ®Google Scholar
• Xin, A. Q. 2019. Experimental research on the cross-fault transmission tower-line system. Jinan: Shandong University. (In Chinese)
   Google Scholar
• Yang, S. C., T. J. Liu, and H. P. Hong. 2017. Reliability of tower and tower-line systems under spatiotemporally varying wind or earthquake loads. Journal of Structural Engineering 143 (10):.04017137.1–13. doi: 10.1061/(ASCE)ST.1943-541X.0001835.
   Web of Science ®Google Scholar
• Zhang, F., S. Li, J. Wang, and J. Zhang. 2020. Effects of fault rupture on seismic responses of fault-crossing simply-supported highway bridges. Engineering Structures 206:110104. doi: 10.1016/j.engstruct.2019.110104.
   Web of Science ®Google Scholar
• Zhang, P., G. Song, H. N. Li, and Y. X. Lin. 2013. Seismic control of power transmission tower using pounding TMD. Journal of Engineering Mechanics 139 (10):1395–406. doi: 10.1061/(asce)em.1943-7889.0000576.
   Web of Science ®Google Scholar
• Zhang, Z. Y., B. Zhao, W. W. Cao, Y. Li, Z. X. Ge, et al. 2008. Investigation and preliminary analysis of damages on the power grid in the Wenchuan earthquake of M8.0. Electric Power Technologic Economics 20 (4):1–4.
   Google Scholar
• Zhao, B., and F. Taucer. 2010. Performance of infrastructure during the May 12, 2008 Wenchuan earthquake in China. Journal of Engineering Mechanics 14 (4):578–600. doi: 10.1080/13632460903274053.
   Google Scholar