Wind-induced failure analysis of a transmission tower-line system with long-term measured data and orientation effect

Reliability Engineering & System Safety - Tập 229 - Trang 108875 - 2023
Wenzhe Bi1, Li Tian1, Chao Li2, Zhen Ma1, Haiyang Pan2
1School of Civil Engineering, Shandong University, Jinan 250061, China
2Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China

Tài liệu tham khảo

Aboshosha, 2016, Review on dynamic and quasi-static buffeting response of transmission lines under synoptic and non-synoptic winds, Eng Struct, 112, 23, 10.1016/j.engstruct.2016.01.003 Savory, 2001, Modelling of tornado and microburst-induced wind loading and failure of a lattice transmission tower, Eng Struct, 23, 365, 10.1016/S0141-0296(00)00045-6 Ma, 2022, Framework for probabilistic simulation of power transmission network performance under hurricanes, Reliab Eng Syst Saf, 217, 10.1016/j.ress.2021.108072 Winkler, 2010, Performance assessment of topologically diverse power systems subjected to hurricane events, Reliab Eng Syst Saf, 95, 323, 10.1016/j.ress.2009.11.002 Salman, 2015, Evaluating system reliability and targeted hardening strategies of power distribution systems subjected to hurricanes, Reliab Eng Syst Saf, 144, 319, 10.1016/j.ress.2015.07.028 Scherb, 2019, Evaluating component importance and reliability of power transmission networks subject to windstorms: methodology and application to the nordic grid, Reliab Eng Syst Saf, 191, 10.1016/j.ress.2019.106517 Zhang, 2020, Spatial-temporal reliability and damage assessment of transmission networks under hurricanes, IEEE Trans Smart Grid, 11, 1044, 10.1109/TSG.2019.2930013 Xue, 2020, Impact of transmission tower-line interaction to the bulk power system during hurricane, Reliab Eng Syst Saf, 203, 10.1016/j.ress.2020.107079 Lu, 2022, Integrating dynamic Bayesian network and physics-based modeling for risk analysis of a time-dependent power distribution system during hurricanes, Reliab Eng Syst Saf, 220, 10.1016/j.ress.2021.108290 Mathakari, 2007, Reliability-based optimal design of electrical transmission towers using multi-objective genetic algorithms, Comput-Aided Civ. Inf., 22, 282, 10.1111/j.1467-8667.2007.00485.x Khodzhaiev, 2021, Structural optimization of transmission towers using a novel Genetic Algorithm approach with a variable length genome, Eng Struct, 240 Cadini, 2010, Optimal expansion of an existing electrical power transmission network by multi-objective genetic algorithms, Reliab Eng Syst Saf, 95, 173, 10.1016/j.ress.2009.09.007 Tian, 2020, Fragility analysis of a long-span transmission tower-line system under wind loads, Adv. Struct. Eng., 23, 2110, 10.1177/1369433220903983 Cha, 2018 Gardoni, 2002, Probabilistic capacity models and fragility estimates for reinforced concrete columns based on experimental observations, J Eng Mech, 128, 1024, 10.1061/(ASCE)0733-9399(2002)128:10(1024) Jian, 2016, Wind forecast-based probabilistic early warning method of wind swing discharge for OHTLs, IEEE Trans Power Deliv Zhou, 2017, Improved calculation model for swing angle of suspension insulator string, IET Gener Transm Dis, 11, 3644, 10.1049/iet-gtd.2017.0904 Zheng, 2019, Damage probability analysis of a high-rise building against wind excitation with recorded field data and direction effect, J Wind Eng Ind Aerodyn, 184, 10, 10.1016/j.jweia.2018.11.018 Carta, 2009, A review of wind speed probability distributions used in wind energy analysis: case studies in the Canary Islands, Renew Sustain Energy Rev, 13, 933, 10.1016/j.rser.2008.05.005 Erdem, 2011, Comparison of bivariate distribution construction approaches for analysing wind speed and direction data, Wind Energy, 14, 27, 10.1002/we.400 Coles, 1994, Directional modeling of extreme wind speeds, J R Stat Soc Ser C Appl Stat, 43, 139 Jones, 1976, Fitting a Circular Distribution to a Histogram, J Appl Meteorol Climatol, 15, 94, 10.1175/1520-0450(1976)015<0094:FACDTA>2.0.CO;2 Isyumov, 2014, Influence of wind directionality on wind loads and responses, J Wind Eng Ind Aerodyn, 133, 169, 10.1016/j.jweia.2014.06.006 Ierimonti, 2017, Investigation on life-cycle damage cost of wind-excited tall buildings considering directionality effects, J Wind Eng Ind Aerodyn, 171, 207, 10.1016/j.jweia.2017.09.020 Simiu, 1998, 9, 433 Deoliya, 2000, Reliability analysis of a microwave tower for fluctuating mean wind with directional effect, Reliab Eng Syst Saf, 67, 257, 10.1016/S0951-8320(99)00053-8 2014 2014 McWilliams, 1979, The probability distribution of wind velocity and direction, Wind Eng, 3, 269 Weber, 1991, Estimator for the standard deviation of wind direction based on moments of the cartesian components, J Appl Meteorol, 30, 1341, 10.1175/1520-0450(1991)030<1341:EFTSDO>2.0.CO;2 Johnson, 1978, Some angular-linear distributions and related regression-models, J Am Stat Assoc, 73, 602, 10.1080/01621459.1978.10480062 Li, 2019, Copula-based joint distribution analysis of wind speed and direction, J Eng Mech, 145, 10.1061/(ASCE)EM.1943-7889.0001600 Huo, 2020, An approach to wind-induced fatigue analysis of wind turbine tubular towers, J Constr Steel Res, 166, 10.1016/j.jcsr.2019.105917 Fu, 2017, Design optimization on high-rise buildings considering occupant comfort reliability and joint distribution of wind speed and direction, Eng Struct, 156, 460, 10.1016/j.engstruct.2017.11.041 Alduse, 2015, Effect of uncertainties in wind speed and direction on the fatigue damage of long-span bridges, Eng Struct, 100, 468, 10.1016/j.engstruct.2015.06.031 Chao, 2019, Fatigue damage mitigation of offshore wind turbines under real wind and wave conditions, Eng Struct, 178, 472, 10.1016/j.engstruct.2018.10.053 Zhu, 2019, Probability prediction of transmission line breakage and tower topple over under wind disaster considering the joint distribution of wind speed and wind direction, Power Syst Prot Control, 47, 115 Zhang, 2013, Study on wind-induced fatigue of transmission tower-line coupled system considering the joint distribution of wind speed and wind direction, Eng Mech, 30, 315 Xiao, 2016, Research on wind-induced reliability of double column suspended guyed tower in strong wind area, Int J Struct Stab Dyn, 16, 10.1142/S0219455416400113 Panteli, 2017, Power system resilience to extreme weather: fragility modeling, probabilistic impact assessment, and adaptation measures, IEEE Trans Power Syst, 32, 3747, 10.1109/TPWRS.2016.2641463 Nelsen, 2006 2011 2011 Tian, 2020, Full-scale test and numerical failure analysis of a latticed steel tubular transmission tower, Eng Struct, 208 Tian, 2021, Uncertainty analysis of the dynamic responses of a transmission tower-line system subjected to cable rupture, Int J Aerospace Eng, 34 2017, IEC. 60826 2002, ESDU Data Item No. 85020 Holmes, 2015 Chuang, 2017, A performance-based design framework for the integrated collapse and non-collapse assessment of wind excited buildings, Eng Struct, 150, 746, 10.1016/j.engstruct.2017.07.030 Repetto, 2007, Wind-induced fatigue of structures under neutral and non-neutral atmospheric conditions, J Wind Eng Ind Aerodyn, 95, 1364, 10.1016/j.jweia.2007.02.012 Repetto, 2017, Long term simulation of wind-induced fatigue loadings, Eng Struct, 132, 551, 10.1016/j.engstruct.2016.11.057 Deodatis, 1996, Simulation of Ergodic Multivariate Stochastic Processes, J Eng Mech, 122, 778, 10.1061/(ASCE)0733-9399(1996)122:8(778) Davenport, 1967, The dependence of wind loads on meteorological parameters, 19 JCSS (Joint Committee on Structural Safety), Probabilistic Model Code-part 3-Material Properties, 2001. Asgarian, 2016, Effects of structural uncertainties on seismic performance of steel moment resisting frames, J Constr Steel Res, 120, 132, 10.1016/j.jcsr.2015.12.031 Nielson, 2012, Analytical seismic fragility curves for typical bridges in the central and southeastern United States, Earthquake Spectra, 23, 615, 10.1193/1.2756815 Dolsek, 2009, Incremental dynamic analysis with consideration of modeling uncertainties, Earthq Eng Struct Dyn, 38, 805, 10.1002/eqe.869 Yan, 1997, Discussion on the criteria of structural impact buckling, Eng Mech, 14, 18 Seyedi, 2009, Development of seismic fragility surfaces for reinforced concrete buildings by means of nonlinear time-history analysis, Earthq Eng Struct D, 39, 91, 10.1002/eqe.939 Xiong, 2015, An online early-warning method for wind swing discharge of the conductor toward the tangent tower and jumper toward the strain tower, IEEE Trans Power Deliv, 30, 114, 10.1109/TPWRD.2014.2356592 Ellingwood, 2007, Fragility assessment of building structural systems in Mid-America, Earthq Eng Struct Dyn, 36, 1935, 10.1002/eqe.693 Bian, 2020, Multi-variate state monitoring and wind bias reliability analysis of a transmission tower-line system under action of typhoon, J Shock Vib, 39, 52