Extended limit-collapsed surfaces using fragility analysis of high voltage transmission towers located in coastal areas under wind load
Abstract When evaluating the fragility of structures in response to wind loads, vulnerability analyses are often conducted under intact conditions. Therefore, the actual strength of aged transmission towers may be compromised, resulting in severe damage. Especially for steel structures used over a l...
Saved in:
Published in | Advances in structural engineering Vol. 27; no. 12; pp. 2116 - 2132 |
---|---|
Main Authors | , , , , , |
Format | Journal Article |
Language | English |
Published |
London, England
SAGE Publications
01.09.2024
|
Subjects | |
Online Access | Get full text |
ISSN | 1369-4332 2048-4011 |
DOI | 10.1177/13694332241263866 |
Cover
Loading…
Abstract | Abstract When evaluating the fragility of structures in response to wind loads, vulnerability analyses are often conducted under intact conditions. Therefore, the actual strength of aged transmission towers may be compromised, resulting in severe damage. Especially for steel structures used over a long period in coastal areas, there is a potential for performance degradation due to corrosion. One of the high-voltage transmission towers, the 765 kV transmission tower, is taller than other towers, making it more vulnerable to strong winds in the event of corrosion. In this study, the structural performance degradation of 765 kV transmission towers in coastal regions based on their service life was investigated. Capacity distributions were provided considering the uncertainties in various parameters, such as the wind attack angle and material properties. A fragility assessment process that accounts for uncertainties in the wind conditions and aerodynamic parameters is proposed. Using the research results, we created limit-collapsed surfaces to evaluate the structural safety of transmission towers based on their service life, wind speed, and wind attack angle. The results showed a quantitative decrease in structural safety due to corrosion depending on the service life, with the most unfavorable wind attack angle being 0°. The proposed limit-collapsed surface can help efficiently evaluate structural conditions considering wind speed, wind attack angle, and service life. Hence, this study can serve as a basis for the structural evaluation of modern transmission towers to avoid power disruptions in major cities. |
---|---|
AbstractList | Abstract When evaluating the fragility of structures in response to wind loads, vulnerability analyses are often conducted under intact conditions. Therefore, the actual strength of aged transmission towers may be compromised, resulting in severe damage. Especially for steel structures used over a long period in coastal areas, there is a potential for performance degradation due to corrosion. One of the high-voltage transmission towers, the 765 kV transmission tower, is taller than other towers, making it more vulnerable to strong winds in the event of corrosion. In this study, the structural performance degradation of 765 kV transmission towers in coastal regions based on their service life was investigated. Capacity distributions were provided considering the uncertainties in various parameters, such as the wind attack angle and material properties. A fragility assessment process that accounts for uncertainties in the wind conditions and aerodynamic parameters is proposed. Using the research results, we created limit-collapsed surfaces to evaluate the structural safety of transmission towers based on their service life, wind speed, and wind attack angle. The results showed a quantitative decrease in structural safety due to corrosion depending on the service life, with the most unfavorable wind attack angle being 0°. The proposed limit-collapsed surface can help efficiently evaluate structural conditions considering wind speed, wind attack angle, and service life. Hence, this study can serve as a basis for the structural evaluation of modern transmission towers to avoid power disruptions in major cities. |
Author | Kim, Jeong Hun Kong, Jung Sik Choi, Youngjin Choi, Yangrok Kwon, Kyungrok Han, Whi Seok |
Author_xml | – sequence: 1 givenname: Kyungrok orcidid: 0000-0001-6460-9294 surname: Kwon fullname: Kwon, Kyungrok organization: Next Generation Transmission & Substation Lab – sequence: 2 givenname: Youngjin orcidid: 0000-0002-2610-9958 surname: Choi fullname: Choi, Youngjin organization: Next Generation Transmission & Substation Lab – sequence: 3 givenname: Yangrok orcidid: 0000-0001-6730-2677 surname: Choi fullname: Choi, Yangrok organization: Next Generation Transmission & Substation Lab – sequence: 4 givenname: Whi Seok orcidid: 0000-0003-1225-4721 surname: Han fullname: Han, Whi Seok organization: Next Generation Transmission & Substation Lab – sequence: 5 givenname: Jeong Hun surname: Kim fullname: Kim, Jeong Hun organization: Next Generation Transmission & Substation Lab – sequence: 6 givenname: Jung Sik surname: Kong fullname: Kong, Jung Sik email: jskong@korea.ac.kr organization: Next Generation Transmission & Substation Lab |
BookMark | eNp9kN1KAzEQhYMo2FYfwLu8wNZNNk12L0X8g4I3er1Ms0mbkiYlk6p9Al_blHql0KthmPnOOZwxOQ8xGEJuWD1lTKlb1shONA3ngnHZtFKekRGvRVuJmrFzMjrcq8PDJRkjruuacaXYiHw_fGUTBjNQ7zYuVzp6D1ssO-6SBW2Q7tCFJbUJls67vKcQwO_RIY2WrtxyRT-iz7A0NCcIuHGILgaa46dJSH3UkIuaC1RHwAyeQjJQVItpop8uFOcIwxW5sODRXP_OCXl_fHi7f67mr08v93fzSvNW5EpZwyRbgFTSsBpE0wmpOtNaq8AOms_sDLgWRlsp1dDJRWN0y6HtYFh0tYBmQtRRV6eImIzttcuQS-KS3vme1f2hz_5fn4Vkf8htchtI-5PM9Mhg6adfx10q3eEJ4Af_VoqA |
CitedBy_id | crossref_primary_10_3390_buildings14123815 |
Cites_doi | 10.1016/j.engstruct.2013.10.004 10.1016/j.ress.2021.108072 10.1016/j.undsp.2021.07.007 10.6028/NBS.SP.577 10.3390/buildings13010223 10.1061/(ASCE)CF.1943-5509.0001311 10.1016/j.engstruct.2016.01.003 10.1080/15732479.2010.497540 10.1016/j.ress.2009.11.002 10.1016/j.engstruct.2019.04.096 10.1016/j.engstruct.2021.112586 10.1155/2016/4965056 10.1061/(ASCE)CF.1943-5509.0000161 10.3390/en16010539 10.1016/j.istruc.2023.07.055 10.1016/j.engstruct.2021.113603 10.1016/j.istruc.2023.03.054 10.1109/TPWRS.2016.2641463 10.1016/j.jweia.2017.12.009 10.1142/S0219455418500293 10.1016/j.corsci.2018.01.007 10.1016/j.jcsr.2021.107094 10.1016/j.soildyn.2022.107443 10.1016/j.istruc.2021.03.011 10.1016/j.jweia.2020.104098 10.1016/j.renene.2020.10.015 10.2174/1874149501408010136 10.1002/eqe.939 10.1016/j.ress.2022.108875 10.1016/j.jcsr.2022.107344 10.1016/j.istruc.2020.11.015 10.1016/j.jweia.2010.09.001 10.1016/j.strusafe.2015.08.002 10.1061/(ASCE)0733-9445(1990)116:1(215) 10.1016/j.strusafe.2022.102266 10.1002/tal.2014 10.1016/j.istruc.2023.104980 10.1016/j.tws.2021.108479 |
ContentType | Journal Article |
Copyright | The Author(s) 2024 |
Copyright_xml | – notice: The Author(s) 2024 |
DBID | AAYXX CITATION |
DOI | 10.1177/13694332241263866 |
DatabaseName | CrossRef |
DatabaseTitle | CrossRef |
DatabaseTitleList | CrossRef |
DeliveryMethod | fulltext_linktorsrc |
Discipline | Engineering |
EISSN | 2048-4011 |
EndPage | 2132 |
ExternalDocumentID | 10_1177_13694332241263866 10.1177_13694332241263866 |
GrantInformation_xml | – fundername: KEPCO Research Institute grantid: CX72200091 funderid: https://doi.org/10.13039/501100014719 – fundername: National Research Foundation of Korea (NRF) grantid: No. RS-2024-00346542 |
GroupedDBID | -TM -TN 0R~ 23M 4.4 54M 5GY 6KP AABPG AADUE AAGGD AAGLT AAJPV AANSI AAOTM AAOVH AAPEO AAQXI AARIX AATAA AATZT ABAWP ABCCA ABCJG ABDBF ABDWY ABEIX ABFNE ABFWQ ABGWC ABHKI ABIDT ABJNI ABKRH ABLUO ABPNF ABQKF ABQXT ABRHV ABUBZ ABUJY ABYTW ACDXX ACGBL ACGFS ACOFE ACOXC ACROE ACSIQ ACUAV ACUHS ACUIR ACXKE ADEBD ADEIA ADGDL ADMLS ADRRZ ADTBJ ADUKL ADVBO AEDFJ AENEX AEPTA AEQLS AESZF AEWDL AEWHI AEXNY AFEET AFGYO AFKRG AFMOU AFQAA AFUIA AGKLV AGNHF AGWFA AHDMH AIZZC AJEFB AJUZI ALMA_UNASSIGNED_HOLDINGS ARTOV AUTPY AYAKG BBRGL BDDNI BPACV CBRKF CFDXU CKLRP CORYS CS3 DH. DOPDO DV7 EBS EJD ESX FHBDP GROUPED_SAGE_PREMIER_JOURNAL_COLLECTION H13 I-F IL9 J8X K.F MET MV1 O9- Q1R ROL SASJQ SAUOL SCNPE SFC SPV TUS ZPPRI ZRKOI AAYXX AJGYC CITATION |
ID | FETCH-LOGICAL-c284t-7fe161ba676e10a4394679e8ff7afdc25f5a2c4ecf667d96b3ec82a89adb904a3 |
ISSN | 1369-4332 |
IngestDate | Tue Jul 01 05:25:49 EDT 2025 Thu Apr 24 23:07:04 EDT 2025 Tue Jun 17 22:36:03 EDT 2025 |
IsPeerReviewed | true |
IsScholarly | true |
Issue | 12 |
Keywords | Coastal corrosion wind attack angle limit-collapsed surface high-voltage transmission tower fragility |
Language | English |
LinkModel | OpenURL |
MergedId | FETCHMERGED-LOGICAL-c284t-7fe161ba676e10a4394679e8ff7afdc25f5a2c4ecf667d96b3ec82a89adb904a3 |
ORCID | 0000-0001-6730-2677 0000-0001-6460-9294 0000-0002-2610-9958 0000-0003-1225-4721 |
PageCount | 17 |
ParticipantIDs | crossref_citationtrail_10_1177_13694332241263866 crossref_primary_10_1177_13694332241263866 sage_journals_10_1177_13694332241263866 |
ProviderPackageCode | CITATION AAYXX |
PublicationCentury | 2000 |
PublicationDate | 20240900 2024-09-00 |
PublicationDateYYYYMMDD | 2024-09-01 |
PublicationDate_xml | – month: 9 year: 2024 text: 20240900 |
PublicationDecade | 2020 |
PublicationPlace | London, England |
PublicationPlace_xml | – name: London, England |
PublicationTitle | Advances in structural engineering |
PublicationYear | 2024 |
Publisher | SAGE Publications |
Publisher_xml | – name: SAGE Publications |
References | Liu, Tian, Meng 2022; 194 Bi, Tian, Li 2023; 229 Seyedi, Gehl, Douglas 2010; 39 Pokhrel, Seo 2021; 163 Winkler, Dueñas-Osorio, Stein 2010; 95 Prasad Rao, Samuel Knight, Seetharaman 2011; 25 Roy, Kundu 2021; 29 Komp 1987; 26 Kouchaki, Salkhordeh, Mashayekhi 2023; 56 Li, Pan, Tian 2022; 99 Wang, Xu, Qu 2018; 18 Cai, Xie, Xue 2019; 191 Jae-Ung, Tai-Woo, Jin-Sung 2010; 59 Fu, Li, Li 2016; 58 Fu, Li, Li 2020; 199 Zhang, Liu, Li 2023; 16 Gao, Zhang, Wang 2023; 51 Ma, Christou, Bocchini 2022; 217 Mara, Hong 2013; 57 Takeuchi, Maeda, Ishida 2010; 98 Bezas, Jaspart, Vayas 2022; 252 Fu, Li 2018; 173 Wang, Li, Sun 2021; 33 Kim, Han, Kim 2023; 13 Sinha, Rao 2023; 56 Wang, Miao, Wang 2021; 32 Panteli, Pickering, Wilkinson 2016; 32 Xing, Hong-Nan, Li 2019; 33 Yu, Wang, Yu 2018; 133 Al‐Bermani Faris, Sritawat 1990; 116 Huang, Lou, Yang 2012; 8 Huang, Argyroudis, Pitilakis 2022; 7 Battista, Rodrigues, Pfeil 2003; 91 Cao, Wang, Tse 2023; 32 Aboshosha, Elawady, El Ansary 2016; 112 Seo, Lee, Park 2022; 161 Tian, Yu, Ma 2014; 8 Fu, Tian, Liu 2022; 189 Ma, Khazaali, Bocchini 2021; 242 Wang, Yu, Xu 2021; 169 bibr32-13694332241263866 bibr7-13694332241263866 Simiu E (bibr35-13694332241263866) 1996 Battista RC (bibr3-13694332241263866) 2003; 91 bibr14-13694332241263866 bibr1-13694332241263866 bibr4-13694332241263866 Korea Building Code (bibr20-13694332241263866) 2016 bibr24-13694332241263866 Nielson BG (bibr28-13694332241263866) 2005 bibr40-13694332241263866 bibr37-13694332241263866 Kroeker D (bibr22-13694332241263866) 2000 bibr34-13694332241263866 Komp ME (bibr19-13694332241263866) 1987; 26 bibr27-13694332241263866 bibr43-13694332241263866 bibr9-13694332241263866 bibr30-13694332241263866 bibr47-13694332241263866 bibr33-13694332241263866 bibr10-13694332241263866 International Electrotechnical Commission (bibr16-13694332241263866) 2017 bibr29-13694332241263866 bibr39-13694332241263866 bibr13-13694332241263866 bibr36-13694332241263866 bibr23-13694332241263866 bibr26-13694332241263866 bibr6-13694332241263866 Wang D (bibr41-13694332241263866) 2021; 33 bibr46-13694332241263866 bibr44-13694332241263866 bibr21-13694332241263866 bibr31-13694332241263866 bibr11-13694332241263866 bibr5-13694332241263866 bibr2-13694332241263866 bibr38-13694332241263866 bibr25-13694332241263866 bibr12-13694332241263866 bibr15-13694332241263866 bibr8-13694332241263866 bibr42-13694332241263866 Jae-Ung P (bibr17-13694332241263866) 2010; 59 bibr18-13694332241263866 bibr45-13694332241263866 |
References_xml | – volume: 112 start-page: 23 year: 2016 end-page: 46 article-title: Review on dynamic and quasi-static buffeting response of transmission lines under synoptic and non-synoptic winds publication-title: Engineering Structures – volume: 95 start-page: 323 issue: 4 year: 2010 end-page: 336 article-title: Performance assessment of topologically diverse power systems subjected to hurricane events publication-title: Reliability Engineering & System Safety – volume: 189 start-page: 107094 year: 2022 article-title: Seismic response and collapse analysis of a transmission tower-line system considering uncertainty factors publication-title: Journal of Constructional Steel Research – volume: 13 start-page: 223 issue: 1 year: 2023 article-title: Analytical investigation of the effects of secondary structural members on the structural behaviors of transmission towers publication-title: Buildings – volume: 32 start-page: 691 year: 2021 end-page: 700 article-title: Prediction analysis of deflection in the construction of composite box-girder bridge with corrugated steel webs based on MEC-BP neural networks publication-title: Structures – volume: 133 start-page: 276 year: 2018 end-page: 287 article-title: Corrosion behavior of X65 pipeline steel: comparison of wet–Dry cycle and full immersion publication-title: Corrosion Science – volume: 56 start-page: 104865 year: 2023 article-title: Seismic fragility of non-ductile RC frames for pounding risk assessment publication-title: Structures – volume: 217 start-page: 108072 year: 2022 article-title: Framework for probabilistic simulation of power transmission network performance under hurricanes publication-title: Reliability Engineering & System Safety – volume: 229 start-page: 108875 year: 2023 article-title: Wind-induced failure analysis of a transmission tower-line system with long-term measured data and orientation effect publication-title: Reliability Engineering & System Safety – volume: 39 start-page: 91 year: 2010 end-page: 108 article-title: Development of seismic fragility surfaces for reinforced concrete buildings by means of nonlinear time‐history analysis publication-title: Earthquake Engineering & Structural Dynamics – volume: 8 start-page: 136 issue: 1 year: 2014 end-page: 142 article-title: The collapse analysis of a transmission tower under wind excitation publication-title: The Open Civil Engineering Journal – volume: 57 start-page: 493 year: 2013 end-page: 501 article-title: Effect of wind direction on the response and capacity surface of a transmission tower publication-title: Engineering Structures – volume: 33 start-page: 343 year: 2021 end-page: 352 article-title: Assessment of wind-induced fragility of transmission towers under quasi-static wind load publication-title: Wind and Structures – volume: 169 start-page: 108479 year: 2021 article-title: Time-variant burst strength of pipe with corrosion defects considering mechano-electrochemical interaction publication-title: Thin-Walled Structures – volume: 58 start-page: 1 year: 2016 end-page: 10 article-title: Fragility analysis and estimation of collapse status for transmission tower subjected to wind and rain loads publication-title: Structural Safety – volume: 116 start-page: 215 issue: 1 year: 1990 end-page: 234 article-title: Nonlinear analysis of thin‐walled structures using least element/member publication-title: Journal of Structural Engineering – volume: 32 start-page: 3747 year: 2016 end-page: 3757 article-title: Power system resilience to extreme weather: fragility modeling, probabilistic impact assessment, and adaptation measures publication-title: IEEE Transactions on Power Systems – volume: 161 start-page: 107443 year: 2022 article-title: Seismic fragility assessment for cantilever retaining walls with various backfill slopes in South Korea publication-title: Soil Dynamics and Earthquake Engineering – volume: 98 start-page: 872 issue: 12 year: 2010 end-page: 880 article-title: Aerodynamic damping properties of two transmission towers estimated by combining several identification methods publication-title: Journal of Wind Engineering and Industrial Aerodynamics – volume: 199 start-page: 104098 year: 2020 article-title: Fragility analysis of a transmission tower under combined wind and rain loads publication-title: Journal of Wind Engineering and Industrial Aerodynamics – volume: 194 start-page: 107344 year: 2022 article-title: Seismic fragility assessment of a transmission tower considering mainshock-aftershock sequences publication-title: Journal of Constructional Steel Research – volume: 191 start-page: 686 year: 2019 end-page: 697 article-title: Fragility modelling framework for transmission line towers under winds publication-title: Engineering Structures – volume: 8 start-page: 781 year: 2012 end-page: 799 article-title: Experimental and computational simulation for wind effects on the Zhoushan transmission towers publication-title: Structure and Infrastructure Engineering – volume: 18 start-page: 1850029 year: 2018 article-title: Multi-scale failure analysis of transmission towers under downburst loading publication-title: International Journal of Structural Stability and Dynamics – volume: 33 start-page: 04019044 issue: 4 year: 2019 article-title: Fragility analysis of transmission line subjected to wind loading publication-title: Journal of Performance of Constructed Facilities – volume: 91 start-page: 1051 issue: 8 year: 2003 end-page: 1067 article-title: Dynamic behavior and stability of transmission line towers under wind forces publication-title: First Americas Conference on Wind Engineering – volume: 59 start-page: 531 issue: 3 year: 2010 end-page: 535 article-title: 345-kV Overhead transmission line collapse analysis and countermeasures publication-title: The Transactions of the Korean Institute of Electrical Engineers – volume: 242 start-page: 112586 year: 2021 article-title: Component-based fragility analysis of transmission towers subjected to hurricane wind load publication-title: Engineering Structures – volume: 32 start-page: e2014 issue: 11–12 year: 2023 article-title: Life-cycle cost analysis and life-cycle assessment of the second-generation benchmark building subject to typhoon wind loads in Hong Kong publication-title: The Structural Design of Tall and Special Buildings – volume: 29 start-page: 254 year: 2021 end-page: 264 article-title: State of the art review of wind induced vibration and its control on transmission towers publication-title: Structures – volume: 7 start-page: 242 issue: 2 year: 2022 end-page: 253 article-title: Fragility assessment of tunnels in soft soils using artificial neural networks publication-title: Underground Space – volume: 163 start-page: 1495 year: 2021 end-page: 1507 article-title: Statistical model for fragility estimates of offshore wind turbines subjected to aero-hydro dynamic loads publication-title: Renewable Energy – volume: 26 start-page: 42 issue: 7 year: 1987 end-page: 44 article-title: Atmospheric corrosion ratings of weethering steels―calculation and significance publication-title: Materials Performance – volume: 16 start-page: 539 year: 2023 article-title: Research on improving denoising performance of ROI computer vision method for transmission tower displacement identification publication-title: Energies – volume: 25 start-page: 231 issue: 3 year: 2011 end-page: 240 article-title: Failure analysis of transmission line towers publication-title: Journal of Performance of Constructed Facilities American Society of Civil Engineers – volume: 51 start-page: 498 year: 2023 end-page: 512 article-title: Random corrosion characteristics of high strength steel wire after 18 years of service and the numerical reconstruction method publication-title: Structures – volume: 99 start-page: 102266 year: 2022 article-title: Lifetime multi-hazard fragility analysis of transmission towers under earthquake and wind considering wind-induced fatigue effect publication-title: Structural Safety – volume: 173 start-page: 147 year: 2018 end-page: 155 article-title: Uncertainty analysis of the strength capacity and failure path for a transmission tower under a wind load publication-title: Journal of Wind Engineering and Industrial Aerodynamics – volume: 252 start-page: 113603 year: 2022 article-title: Design recommendations for the stability of transmission steel lattice towers publication-title: Engineering Structures – volume: 56 start-page: 104980 year: 2023 article-title: Damage detection in power transmission towers using machine learning algorithms publication-title: Structures – ident: bibr27-13694332241263866 doi: 10.1016/j.engstruct.2013.10.004 – volume-title: Structural Analysis of Transmission Towers with Connection Slip Modeling year: 2000 ident: bibr22-13694332241263866 – ident: bibr26-13694332241263866 doi: 10.1016/j.ress.2021.108072 – ident: bibr15-13694332241263866 doi: 10.1016/j.undsp.2021.07.007 – volume-title: Korea Building Code and Commentary year: 2016 ident: bibr20-13694332241263866 – ident: bibr8-13694332241263866 doi: 10.6028/NBS.SP.577 – ident: bibr18-13694332241263866 doi: 10.3390/buildings13010223 – volume: 91 start-page: 1051 issue: 8 year: 2003 ident: bibr3-13694332241263866 publication-title: First Americas Conference on Wind Engineering – volume-title: Analytical Fragility Curves for Highway Bridges in Moderate Seismic Zones year: 2005 ident: bibr28-13694332241263866 – ident: bibr45-13694332241263866 doi: 10.1061/(ASCE)CF.1943-5509.0001311 – ident: bibr1-13694332241263866 doi: 10.1016/j.engstruct.2016.01.003 – ident: bibr14-13694332241263866 doi: 10.1080/15732479.2010.497540 – ident: bibr44-13694332241263866 doi: 10.1016/j.ress.2009.11.002 – ident: bibr6-13694332241263866 doi: 10.1016/j.engstruct.2019.04.096 – ident: bibr25-13694332241263866 doi: 10.1016/j.engstruct.2021.112586 – ident: bibr38-13694332241263866 doi: 10.1155/2016/4965056 – ident: bibr31-13694332241263866 doi: 10.1061/(ASCE)CF.1943-5509.0000161 – ident: bibr47-13694332241263866 doi: 10.3390/en16010539 – ident: bibr36-13694332241263866 doi: 10.1016/j.istruc.2023.07.055 – ident: bibr4-13694332241263866 doi: 10.1016/j.engstruct.2021.113603 – ident: bibr13-13694332241263866 doi: 10.1016/j.istruc.2023.03.054 – ident: bibr29-13694332241263866 doi: 10.1109/TPWRS.2016.2641463 – volume: 33 start-page: 343 year: 2021 ident: bibr41-13694332241263866 publication-title: Wind and Structures – ident: bibr9-13694332241263866 doi: 10.1016/j.jweia.2017.12.009 – volume: 59 start-page: 531 issue: 3 year: 2010 ident: bibr17-13694332241263866 publication-title: The Transactions of the Korean Institute of Electrical Engineers – ident: bibr40-13694332241263866 doi: 10.1142/S0219455418500293 – ident: bibr46-13694332241263866 doi: 10.1016/j.corsci.2018.01.007 – ident: bibr12-13694332241263866 doi: 10.1016/j.jcsr.2021.107094 – ident: bibr33-13694332241263866 doi: 10.1016/j.soildyn.2022.107443 – ident: bibr42-13694332241263866 doi: 10.1016/j.istruc.2021.03.011 – ident: bibr11-13694332241263866 doi: 10.1016/j.jweia.2020.104098 – volume: 26 start-page: 42 issue: 7 year: 1987 ident: bibr19-13694332241263866 publication-title: Materials Performance – ident: bibr30-13694332241263866 doi: 10.1016/j.renene.2020.10.015 – ident: bibr39-13694332241263866 doi: 10.2174/1874149501408010136 – volume-title: Design Criteria of Overhead Transmission Lines: IEC 60826—2017 year: 2017 ident: bibr16-13694332241263866 – volume-title: Wind Effects on Structures: Fundamentals and Applications to Design year: 1996 ident: bibr35-13694332241263866 – ident: bibr34-13694332241263866 doi: 10.1002/eqe.939 – ident: bibr5-13694332241263866 doi: 10.1016/j.ress.2022.108875 – ident: bibr24-13694332241263866 doi: 10.1016/j.jcsr.2022.107344 – ident: bibr32-13694332241263866 doi: 10.1016/j.istruc.2020.11.015 – ident: bibr37-13694332241263866 doi: 10.1016/j.jweia.2010.09.001 – ident: bibr10-13694332241263866 doi: 10.1016/j.strusafe.2015.08.002 – ident: bibr2-13694332241263866 doi: 10.1061/(ASCE)0733-9445(1990)116:1(215) – ident: bibr23-13694332241263866 doi: 10.1016/j.strusafe.2022.102266 – ident: bibr7-13694332241263866 doi: 10.1002/tal.2014 – ident: bibr21-13694332241263866 doi: 10.1016/j.istruc.2023.104980 – ident: bibr43-13694332241263866 doi: 10.1016/j.tws.2021.108479 |
SSID | ssj0012771 |
Score | 2.3396888 |
Snippet | Abstract When evaluating the fragility of structures in response to wind loads, vulnerability analyses are often conducted under intact conditions. Therefore,... |
SourceID | crossref sage |
SourceType | Enrichment Source Index Database Publisher |
StartPage | 2116 |
Title | Extended limit-collapsed surfaces using fragility analysis of high voltage transmission towers located in coastal areas under wind load |
URI | https://journals.sagepub.com/doi/full/10.1177/13694332241263866 |
Volume | 27 |
hasFullText | 1 |
inHoldings | 1 |
isFullTextHit | |
isPrint | |
link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV1fb9MwELfK9gIPiL9iDNA9ICERBSVO4jSP3dhUgeBpE3ur7MRmnaZ0alNN8AX21fhY3NlOli4DDV6i9nR1lN4v5zv77mfG3lLIXkU6DYs8kmGqifIWMy3MUuJMxbkSRlOD85evYnqcfjrJTkajX72qpXWjPpQ_b-0r-R-rogztSl2y_2DZblAU4Ge0L17Rwni9k40P_Ap2cE5tSqG16cUKv6_WS2NrrdZ2KcAs5fe5jbdlj4OEmIoD9E4Nle00NGehzWnxLHBHpwU0z1FAakvV5YraJqWtYafGs2Vwiek86siNoz4nrqbAVtk6blrL66GvaQ87F3_pNvw__0B_s1x0HUP7pwtbYWD90Nm8HsjlhvrUreB-O52j3_Niv4rB065Mq799dutCZZyIgvq6nM_WVkZsw5j5ejft_bjjGGjxyje8cix6MzyP3WDD2cPuX9MN6X4Y23D0TuIGU7dPnaz2bKB7j21zTFhwitie7H3cO-x2tFDqewDd0_gddiL_GgyyESP1CgxtzHP0iD30yQpMHPIes5Gun7AHPQrLp-yqxSDcwCC0GASLQegwCC0GYWGAMAgeg9DHIDgMgscgzGvwGASLQbAYBMIgEAafsePDg6P9aegP9whLjIiaMDcakw0lRS50HElq0BZ5ocfG5NJUJc9MJnmZ6tIIkVeFUIkux1yOC1mpIkpl8pxt1Ytav2BQjKOiSv1RDhmPZJ6oVCVVisG54KrYYVH7d85Kz3xPB7Ccz2JPdj-wwA573_3kwtG-_E35Hdlo5j3D6s-aL--sucvuX78mr9gWvrD6NYa_jXrjkfUb5bislw |
linkProvider | EBSCOhost |
openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Extended+limit-collapsed+surfaces+using+fragility+analysis+of+high+voltage+transmission+towers+located+in+coastal+areas+under+wind+load&rft.jtitle=Advances+in+structural+engineering&rft.au=Kwon%2C+Kyungrok&rft.au=Choi%2C+Youngjin&rft.au=Choi%2C+Yangrok&rft.au=Han%2C+Whi+Seok&rft.date=2024-09-01&rft.pub=SAGE+Publications&rft.issn=1369-4332&rft.eissn=2048-4011&rft.volume=27&rft.issue=12&rft.spage=2116&rft.epage=2132&rft_id=info:doi/10.1177%2F13694332241263866&rft.externalDocID=10.1177_13694332241263866 |
thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1369-4332&client=summon |
thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1369-4332&client=summon |
thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1369-4332&client=summon |