Technical Papers
Apr 25, 2019

Risk-Based Reliability and Cost Analysis of Utility Poles Subjected to Tornado Hazard

Publication: Journal of Aerospace Engineering
Volume 32, Issue 4

Abstract

Tornadoes are hazards with low probability of occurrence and high consequences that cost the United States billions of dollars each year. Electric power distribution systems are susceptible to damage due to tornadoes, with utility poles being the most vulnerable components. Additionally, the reliability of power distribution systems can be affected by the deterioration of the strength of utility poles with age. Many utility companies nowadays are considering the use of steel and prestressed concrete poles instead of wood poles, which are the most widely used in the United States. To date, very few studies have been performed to study the behavior of power networks when subjected to tornadoes. This paper proposes a framework to compare the reliability of wood, steel, and prestressed concrete utility poles subjected to tornadoes through fragility analysis taking into account the deterioration of the strength of poles with age. In addition, fragility analysis is used to perform life cycle cost analysis and scenario-based cost analysis on utility poles subjected to tornadoes. The results show that utility poles are vulnerable to even weaker tornadoes of EF1 and EF2 scales. Because EF1 and EF2 tornadoes have a considerable probability of occurrence, especially in tornado-active regions, this supports the direction toward designing utility poles against those tornadoes. Moreover, the age of utility poles is shown to have a large impact on their resistance to tornadoes, with aging poles vulnerable to tornadoes that are much weaker than those that new poles can resist.

Get full access to this article

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

References

AGA (American Galvanization Association). 2011a. “Service life of galvanized steel articles in soil applications.” Accessed October 14, 2018. https://www.galvanizeit.org/uploads/publications/Galvanized_Steel_Performance_in_Soil.pdf.
AGA (American Galvanization Association). 2011b. “Zinc coating: A comparative analysis of process and performance characteristics.” Accessed October 14, 2018. https://www.galvanizeit.org/uploads/publications/Zinc_Coatings.pdf.
Ahmed, S., and A. Munudhada. 2013. “Comparative study of pre-tensioned prestressed concrete electric poles of type I, II & III.” Int. J. Emerging Technol. Adv. Eng. 3 (12): 594–598.
Amini, M. O., and J. W. van de Lindt. 2013. “Quantitative insight into rational tornado design wind speeds for residential wood-frame structures using fragility approach.” J. Struct. Eng. 140 (7): 04014033. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000914.
ANSI (American National Standards Institution). 2002. Wood poles specifications and dimensions. ANSI-O5.1. Birmingham, AL: ANSI.
ASCE. 1990. Design of steel transmission pole structures. ASCE 72. Reston, VA: ASCE.
ASTM. 2005. Standard specification for steel strand, uncoated seven-wire for prestressed concrete. ASTM A416. West Conshohocken, PA: ASTM.
ASTM. 2007. Standard specification for high-strength low-alloy columbium-vanadium structural steel. ASTM A572/A572M. West Conshohocken, PA: ASTM.
ASTM. 2013. Standard specification for zinc (hot-dip galvanized) coatings on iron and steel products. ASTM A123. West Conshohocken, PA: ASTM.
ATS (American Timber and Steel). 2018. “Products and pricing.” Accessed June 14, 2018. http://www.americantimberandsteel.com/poles-pilings-utility-poles-unframed-cca.html.
Bentz, D. P., W. S. Guthrie, S. Z. Jones, and N. S. Martys. 2014. “Predicting service life of steel-reinforced concrete exposed to chlorides.” Concr. Int. 36 (9): 55–64.
Bolin, C. A., and S. T. Smith. 2011. “Life cycle assessment of pentachlorophenol-treated wooden utility poles with comparisons to steel and concrete utility poles.” Renewable Sustainable Energy Rev. 15 (5): 2475–2486. https://doi.org/10.1016/j.rser.2011.01.019.
Caleyo, F., J. C. Velázquez, A. Valor, and J. M. Hallen. 2009. “Probability distribution of pitting corrosion depth and rate in underground pipelines: A Monte Carlo study.” Corros. Sci. 51 (9): 1925–1934. https://doi.org/10.1016/j.corsci.2009.05.019.
Campbell, R. J. 2012. Weather-related power outages and electric system resiliency. Washington, DC: Congressional Research Service.
Caracoglia, L. 2018. “Unified stochastic dynamic and damage cost model for the structural analysis of tall buildings in thunderstorm-like winds.” ASCE-ASME J. Risk Uncertainty Eng. Syst. Part A: Civ. Eng. 4 (4): 04018043. https://doi.org/10.1061/AJRUA6.0000999.
Cui, W., and L. Caracoglia. 2015. “Simulation and analysis of intervention costs due to wind-induced damage on tall buildings.” Eng. Struct. 87: 183–197. https://doi.org/10.1016/j.engstruct.2015.01.001.
Cui, W., and L. Caracoglia. 2016. “Exploring hurricane wind speed along US Atlantic coast in warming climate and effects on predictions of structural damage and intervention costs.” Eng. Struct. 122: 209–225. https://doi.org/10.1016/j.engstruct.2016.05.003.
Cui, W., and L. Caracoglia. 2018. “A unified framework for performance-based wind engineering of tall buildings in hurricane-prone regions based on lifetime intervention-cost estimation.” Struct. Saf. 73: 75–86. https://doi.org/10.1016/j.strusafe.2018.02.003.
Dagher, H. J., ed. 2006. Reliability-based design of utility pole structures. Reston, VA: ASCE.
Darestani, Y. M., A. Shafieezadeh, and R. DesRoches. 2016. “An equivalent boundary model for effects of adjacent spans on wind reliability of wood utility poles in overhead distribution lines.” Eng. Struct. 128: 441–452. https://doi.org/10.1016/j.engstruct.2016.09.052.
Darestani, Y. M., A. Shafieezadeh, and R. DesRoches. 2018. “Effects of adjacent spans and correlated failure events on system-level hurricane reliability of power distribution lines.” IEEE Trans. Power Delivery 33 (5): 2305–2314. https://doi.org/10.1109/TPWRD.2017.2773043.
Darmawan, M. S., and M. G. Stewart. 2007a. “Effect of pitting corrosion on capacity of prestressing wires.” Mag. Concr. Res. 59 (2): 131–139. https://doi.org/10.1680/macr.2007.59.2.131.
Darmawan, M. S., and M. G. Stewart. 2007b. “Spatial time-dependent reliability analysis of corroding pretensioned prestressed concrete bridge girders.” Struct. Saf. 29 (1): 16–31. https://doi.org/10.1016/j.strusafe.2005.11.002.
Doan, P. L. 1970. Tornado considerations for nuclear power-plant structures. Philadelphia: United Engineers and Constructors.
Edwards, R., J. G. LaDue, J. T. Ferree, K. Scharfenberg, C. Maier, and W. L. Coulbourne. 2013. “Tornado intensity estimation: Past, present, and future.” Bull. Am. Meteorol. Soc. 94 (5): 641–653. https://doi.org/10.1175/BAMS-D-11-00006.1.
EIA (Energy Information Administration). 2018. “Energy information administration.” Accessed June 14, 2018. https://www.eia.gov/electricity/data.php#traderel.
Ellingwood, B. R., D. V. Rosowsky, Y. Li, and J. H. Kim. 2004. “Fragility assessment of light-frame wood construction subjected to wind and earthquake hazards.” J. Struct. Eng. 130 (12): 1921–1930. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:12(1921).
Ellingwood, B. R., and P. B. Tekie. 1999. “Wind load statistics for probability-based structural design.” J. Struct. Eng. 125 (4): 453–463. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:4(453).
Elsner, J. B., T. H. Jagger, and I. J. Elsner. 2014. “Tornado intensity estimated from damage path dimensions.” PLoS One 9 (9): e107571. https://doi.org/10.1371/journal.pone.0107571.
FEMA. 1992. A benefit-cost model for the seismic rehabilitation of buildings. Washington, DC: FEMA.
Foedinger, R., J. Boozer, M. Bronstad, and J. Davidson. 2003. “Development of energy-absorbing composite utility pole.” Transp. Res. Rec 1851 (1): 149–157. https://doi.org/10.3141/1851-15.
Fujita, T. T. 1987. U.S. tornadoes. Part 1: 70-year statistics. Satellite and Mesometeorology Research Project (SMRP). Chicago: Univ. of Chicago.
Glasser, F. P., J. Marchand, and E. Samson. 2008. “Durability of concrete—Degradation phenomena involving detrimental chemical reactions.” Cem. Concr. Res. 38 (2): 226–246. https://doi.org/10.1016/j.cemconres.2007.09.015.
Goliger, A. M., and R. V. Milford. 1998. “A review of worldwide occurrence of tornadoes.” J. Wind Eng. Ind. Aerodyn. 74: 111–121. https://doi.org/10.1016/S0167-6105(98)00009-9.
Gonzalez, J. A., C. Andrade, C. Alonso, and S. Feliu. 1995. “Comparison of rates of general corrosion and maximum pitting penetration on concrete embedded steel reinforcement.” Cem. Concr. Res. 25 (2): 257–264.
Haan, F. L., Jr. 2017. “An examination of static pressure and duration effects on tornado-induced peak pressures on a low-rise building.” Front. Built Environ. 3 (20): 20 https://doi.org/10.3389/fbuil.2017.00020.
Haan, F. L., Jr., V. K. Balaramudu, and P. P. Sarkar. 2009. “Tornado-induced wind loads on a low-rise building.” J. Struct. Eng. 136 (1): 106–116. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000093.
Hamada, A., and A. A. El Damatty. 2011. “Behavior of guyed transmission line structures under tornado wind loading.” Comput. Struct. 89 (11–12): 986–1003. https://doi.org/10.1016/j.compstruc.2011.01.015.
Hamada, A., and A. A. El Damatty. 2015. “Failure analysis of guyed transmission lines during F2 tornado event.” Eng. Struct. 85: 11–25. https://doi.org/10.1016/j.engstruct.2014.11.045.
Hamada, A., A. A. El Damatty, H. Hangan, and A. Y. Shehata. 2010. “Finite element modelling of transmission line structures under tornado wind loading.” Wind Struct. 13 (5): 451–469. https://doi.org/10.12989/was.2010.13.5.451.
Hangan, H., and J. D. Kim. 2008. “Swirl ratio effects on tornado vortices in relation to the Fujita scale.” Wind Struct. 11 (4): 291–302. https://doi.org/10.12989/was.2008.11.4.291.
Hart, G. C. 1985. The Los Angeles, California, tornado of March 1, 1983. Washington, DC: National Academies.
Hines, P., J. Apt, and S. Talukdar. 2008. “Trends in the history of large blackouts in the United States.” In Proc, Power and Energy Society General Meeting-Conversion and Delivery of Electrical Energy in the 21st Century, 1–8. New York: IEEE.
Hope, B., and C. Nmai. 2001. Corrosion of prestressing steels. Reston, VA: ASCE.
Ibrahim, A. M., A. A. El Damatty, and A. M. El Ansary. 2017. “Finite element modelling of pre-stressed concrete poles under downbursts and tornadoes.” Eng. Struct. 153: 370–382. https://doi.org/10.1016/j.engstruct.2017.10.047.
Ierimonti, L., L. Caracoglia, I. Venanzi, and A. L. Materazzi. 2017. “Investigation on life-cycle damage cost of wind-excited tall buildings considering directionality effects.” J. Wind Eng. Ind. Aerodyn. 171: 207–218. https://doi.org/10.1016/j.jweia.2017.09.020.
Ishac, M. F., and H. B. White. 1994. “Effect of tornado loads on transmission lines.” In Proc., 1994 IEEE Power Engineering Society, Transmission and Distribution Conf., 521–527. Piscataway, NJ: IEEE.
Kashani, A. G., A. J. Graettinger, and T. Dao. 2016. “Lidar-based methodology to evaluate fragility models for tornado-induced roof damage.” Nat. Hazards Rev. 17 (3): 04016006. https://doi.org/10.1061/(ASCE)NH.1527-6996.0000224.
Lacoursiere, B. 1999. “Steel utility poles: Advantages and applications.” In Proc., Rural Electric Power Conf., B2–1. Piscataway, NJ: IEEE.
Lagaros, N. D., M. G. Karlaftis, and M. K. Paida. 2015. “Stochastic life-cycle cost analysis of wind parks.” Reliab. Eng. Syst. Saf. 144: 117–127. https://doi.org/10.1016/j.ress.2015.07.016.
Le, T. H., and L. Caracoglia. 2016. “Modeling vortex-shedding effects for the stochastic response of tall buildings in non-synoptic winds.” J. Fluids Struct. 61: 461–491. https://doi.org/10.1016/j.jfluidstructs.2015.12.006.
Le, T. H., and L. Caracoglia. 2017. “Computer-based model for the transient dynamics of a tall building during digitally simulated Andrews AFB thunderstorm.” Comput. Struct. 193: 44–72. https://doi.org/10.1016/j.compstruc.2017.07.019.
Le, V., and L. Caracoglia. 2018. “Computationally efficient stochastic approach for the fragility analysis of vertical structures subjected to thunderstorm downburst winds.” Eng. Struct. 165: 152–169. https://doi.org/10.1016/j.engstruct.2018.03.007.
Li, Y., and B. R. Ellingwood. 2006. “Hurricane damage to residential construction in the US: Importance of uncertainty modeling in risk assessment.” Eng. Struct. 28 (7): 1009–1018. https://doi.org/10.1016/j.engstruct.2005.11.005.
Lu, H. R., and A. El Hanandeh. 2017. “Environmental and economic assessment of utility poles using life cycle approach.” Clean Technol. Environ. Policy 19 (4): 1047–1066. https://doi.org/10.1007/s10098-016-1299-4.
Mangual, J., M. ElBatanouny, P. Ziehl, and F. Matta. 2012. “Corrosion damage quantification of prestressing strands using acoustic emission.” J. Mater. Civil Eng. 25 (9): 1326–1334. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000669.
Mankowski, M., E. Hansen, and J. Morrell. 2002. “Wood pole purchasing, inspection, and maintenance: A survey of utility practices.” For. Prod. J. 52 (11/12): 43.
Masoomi, H., and J. W. van de Lindt. 2016. “Tornado fragility and risk assessment of an archetype masonry school building.” Eng. Struct. 128: 26–43. https://doi.org/10.1016/j.engstruct.2016.09.030.
Masoomi, H., and J. W. van de Lindt. 2017. “Restoration and functionality assessment of a community subjected to tornado hazard.” Struct. Infrastruct. Eng. 14 (3): 275–291. https://doi.org/10.1080/15732479.2017.1354030.
McDonald, J. R., and K. C. Mehta. 2006. A recommendation for an enhanced Fujita scale (EF-scale). Austin, TX: Texas Tech Univ.
McDonald, J. R., K. C. Mehta, and J. E. Minor. 1974. Tornado-resistant design of nuclear power-plant structures. Austin, TX: Texas Tech Univ.
Meaden, G. T., S. Kochev, L. Kolendowicz, A. Kosa-Kiss, I. Marcinoniene, M. Sioutas, H. Tooming, and J. Tyrrell. 2007. “Comparing the theoretical versions of the Beaufort scale, the T-Scale and the Fujita scale.” Atmos. Res. 83 (2–4): 446–449. https://doi.org/10.1016/j.atmosres.2005.11.014.
Memari, M., N. Attary, H. Masoomi, H. Mahmoud, J. W. van de Lindt, S. F. Pilkington, and M. R. Ameri. 2018. “Minimal building fragility portfolio for damage assessment of communities subjected to tornadoes.” J. Struct. Eng. 144 (7): 04018072. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002047.
Morrell, J. J. 2008. “Estimated service life of wood poles.” Accessed 5 April, 2013. http://www.woodpoles.org/documents/TechBulletin_EstimatedServiceLifeofWoodPole_12-08.Pdf.
Morrell, J. J. 2012. Wood pole maintenance manual: 2012 edition. Corvallis, OR: Oregon State Univ.
Mughabghab, S. F., and T. M. Sullivan. 1989. “Evaluation of the pitting corrosion of carbon steels and other ferrous metals in soil systems.” Waste Manage. 9 (4): 239–251. https://doi.org/10.1016/0956-053X(89)90408-X.
NIST (National Institute of Standards and Technology). 2014. “Technical investigation of the May 22, 2011, Tornado in Joplin Missouri.” Accessed October 14, 2018. https://nvlpubs.nist.gov/nistpubs/NCSTAR/NIST.NCSTAR.3.pdf.
NOAA (National Oceanic and Atmospheric Administration). 2012. “US tornado climatology/tornado alley.” Accessed October 14, 2018. https://www.ncdc.noaa.gov/climate-information/extreme-events/us-tornado-climatology/tornado-alley.
NOAA (National Oceanic and Atmospheric Administration). 2013. “The May 19, 2013 Lake Thunderbird-Shawnee EF-4 tornado.” Accessed June 13, 2018. https://www.weather.gov/oun/events-20130519-ef4tornado.
Nürnberger, U., G. Sawade, and B. Isecke. 2007. “Degradation of pre-stressed concrete.” In Durability of concrete and cement composites, 187–246. Cambridge, UK: Woodhead Publishing.
NWS (National Weather Service). 2018. “Moore, Oklahoma tornadoes (1890-present).” Accessed October 09, 2018. https://www.weather.gov/oun/tornadodata-city-ok-moore.
Oliphant, W. J., and D. C. Sherman. eds. 2012. Prestressed concrete transmission pole structures: Recommended practice for design and installation. Reston, VA: ASCE.
Razavi, A., and P. P. Sarkar. 2018. “Tornado-induced wind loads on a low-rise building: Influence of swirl ratio, translation speed and building parameters.” Eng. Struct. 167: 1–12. https://doi.org/10.1016/j.engstruct.2018.03.020.
Revie, W., and H. Uhlig. 2008. Corrosion and corrosion control: An introduction to corrosion science and engineering. New York: Wiley.
Robinson, J. 2005. Predicting the in-ground performance of galvanized steel. Jesmond, NSW, Australia: Mount Townsend Solutions.
Rodgers, T. E. 1984. “Prestressed concrete poles—State of the art.” PCI J. 29 (4): 53.
Romanoff, M. 1957. Underground corrosion. Washington, DC: US Government Printing Office.
Roueche, D. B., D. O. Prevatt, F. L. Haan, and P. L. Datin. 2015. “An estimate of tornado loads on a wood-frame building using database-assisted design methodology.” J. Wind Eng. Ind. Aerodyn. 138: 27–35. https://doi.org/10.1016/j.jweia.2014.11.011.
Ryan, P. C., M. G. Stewart, N. Spencer, and Y. Li. 2014. “Reliability assessment of power pole infrastructure incorporating deterioration and network maintenance.” Reliab. Eng. Syst. Saf. 132: 261–273. https://doi.org/10.1016/j.ress.2014.07.019.
Salman, A. M., and Y. Li. 2015. “Age-dependent fragility and life-cycle cost analysis of wood and steel power distribution poles subjected to hurricanes.” Struct. Infrastruct. Eng. 12 (8): 890–903. https://doi.org/10.1080/15732479.2015.1053949.
Salman, A. M., Y. Li, and M. G. Stewart. 2015. “Evaluating system reliability and targeted hardening strategies of power distribution systems subjected to hurricanes.” Reliab. Eng. Syst. Saf. 144: 319–333. https://doi.org/10.1016/j.ress.2015.07.028.
Sarkar, P., F. Haan, W. Gallus Jr., K. Le, and J. Wurman. 2005. “Velocity measurements in a laboratory tornado simulator and their comparison with numerical and full-scale data.” In Proc., 37th Joint Meeting Panel on Wind and Seismic Effects. Gaithersburg, MD: National Institute of Standards and Technology.
Savory, E., G. A. Parke, M. Zeinoddini, N. Toy, and P. Disney. 2001. “Modelling of tornado and microburst-induced wind loading and failure of a lattice transmission tower.” Eng. Struct. 23 (4): 365–375. https://doi.org/10.1016/S0141-0296(00)00045-6.
Selvam, R. P., and P. C. Millett. 2003. “Computer modeling of tornado forces on a cubic building using large eddy simulation.” J. Arkansas Acad. Sci. 57 (1): 140–146.
Seo, D. W., and L. Caracoglia. 2013. “Estimating life-cycle monetary losses due to wind hazards: Fragility analysis of long-span bridges.” Eng. Struct. 56: 1593–1606. https://doi.org/10.1016/j.engstruct.2013.07.031.
Seo, D. W., and L. Caracoglia. 2015. “Exploring the impact of ‘climate change’ on lifetime replacement costs for long-span bridges prone to torsional flutter.” J. Wind Eng. Ind. Aerodyn. 140: 1–9. https://doi.org/10.1016/j.jweia.2015.01.013.
Shafieezadeh, A., U. P. Onyewuchi, M. M. Begovic, and R. DesRoches. 2014. “Age-dependent fragility models of utility wood poles in power distribution networks against extreme wind hazards.” IEEE Trans. Power Delivery 29 (1): 131–139. https://doi.org/10.1109/TPWRD.2013.2281265.
Shehata, A. Y., and A. A. El Damatty. 2007. “Behaviour of guyed transmission line structures under downburst wind loading.” Wind Struct. 10 (3): 249–268. https://doi.org/10.12989/was.2007.10.3.249.
Short, T. A. 2014. Electric power distribution handbook. Boca Raton, FL: CRC Press.
Standohar-Alfano, C. D., and J. W. van de Lindt. 2014. “Empirically based probabilistic tornado hazard analysis of the United States using 1973-2011 data.” Nat. Hazards Rev. 16 (1): 04014013. https://doi.org/10.1061/(ASCE)NH.1527-6996.0000138.
Stewart, M. G., and D. V. Rosowsky. 1998. “Structural safety and serviceability of concrete bridges subject to corrosion.” J. Infrastruct. Syst. 4 (4): 146–155. https://doi.org/10.1061/(ASCE)1076-0342(1998)4:4(146).
Thoft-Christensen, P. 1998. “Assessment of the reliability profiles for concrete bridges.” Eng. Struct. 20 (11): 1004–1009.
Unnikrishnan, V. U., and J. W. van de Lindt. 2016. “Probabilistic framework for performance assessment of electrical power networks to tornadoes.” Sustainable Resilient Infrastruct. 1 (3–4): 137–152. https://doi.org/10.1080/23789689.2016.1254998.
US Climate Data. 2018. “Temperature – precipitation – sunshine – snowfall.” Accessed September 24, 2018. https://www.usclimatedata.com/climate/norman/oklahoma/united-states/usok0893.
Val, D. V., and R. E. Melchers. 1997. “Reliability of deteriorating RC slab bridges.” J. Struct. Eng. 123 (12): 1638–1644. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:12(1638).
van de Lindt, J., M. O. Amini, C. Standohar-Alfano, and T. Dao. 2012b. “Systematic study of the failure of a light-frame wood roof in a tornado.” Buildings 2 (4): 519–533. https://doi.org/10.3390/buildings2040519.
van de Lindt, J. W., S. Pei, T. Dao, A. Graettinger, D. O. Prevatt, R. Gupta, and W. Coulbourne. 2012a. “Dual-objective-based tornado design philosophy.” J. Struct. Eng. 139 (2): 251–263. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000622.
Velázquez, J. C., F. Caleyo, A. Valor, and J. M. Hallen. 2009. “Predictive model for pitting corrosion in buried oil and gas pipelines.” Corrosion 65 (5): 332–342. https://doi.org/10.5006/1.3319138.
Venanzi, I., O. Lavan, L. Ierimonti, and S. Fabrizi. 2018. “Multi-hazard loss analysis of tall buildings under wind and seismic loads.” Struct. Infrastruct. Eng. 14 (10): 1295–1311. https://doi.org/10.1080/15732479.2018.1442482.
Vu, K. A. T., and M. G. Stewart. 2000. “Structural reliability of concrete bridges including improved chloride-induced corrosion models.” Struct. Saf. 22 (4): 313–333. https://doi.org/10.1016/S0167-4730(00)00018-7.
Wang, C.-H., R. H. Leicester, and M. N. Nguyen. 2008. Manual 3—Decay in ground contact. Melbourne, Australia: Forest & Wood Products Australia.
Wen, Y. K., and Y. J. Kang. 2001. “Minimum building life-cycle cost design criteria. I: Methodology.” J. Struct. Eng. 127 (3): 330–337. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:3(330).
Wolfe, R., and R. Moody. 1997. “Standard specifications for wood poles.” In Proc., 1997 Utility Pole Structures Conf. and Trade Show. Vancouver, WA: Northwest Public Power Association.
Wong, C. J., and M. D. Miller. 2010. Guidelines for electrical transmission line structural loading. 3rd ed. Reston, VA: ASCE.
Wurman, J., K. Kosiba, and P. Mughabghab. 2013. “In situ, Doppler radar, and video observations of the interior structure of a tornado and the wind-damage relationship.” Bull. Am. Meteorol. Soc. 94 (6): 835–846. https://doi.org/10.1175/BAMS-D-12-00114.1.
Zamanzadeh, M., C. D. Kempkes, D. Aichinger, and D. Riley. 2007. “Laboratory and field corrosion investigation of galvanized utility poles.” In Proc., Electrical Transmission Line and Substation Structures: Structural Reliability in a Changing World, 235–249. Reston, VA: ASCE.

Information & Authors

Information

Published In

Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 32Issue 4July 2019

History

Received: Jul 12, 2018
Accepted: Jan 9, 2019
Published online: Apr 25, 2019
Published in print: Jul 1, 2019
Discussion open until: Sep 25, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Abdullah M. Braik [email protected]
Graduate Student, Dept. of Civil Engineering, Case Western Reserve Univ., Bingham 279, 10900 Euclid Ave., Cleveland, OH 44106. Email: [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Alabama in Huntsville, Technology Hall S237, 301 Sparkman Dr., Huntsville, AL 35899. ORCID: https://orcid.org/0000-0001-6764-5979. Email: [email protected]
Yue Li, A.M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Case Western Reserve Univ., Bingham 209, 10900 Euclid Ave., Cleveland, OH 44106 (corresponding author). Email: [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