Capacity assessment of existing corroded overhead power line structures subjected to synoptic winds

被引:5
作者
Niu, Huawei [1 ]
Li, Xuan [2 ]
Zhang, Wei [2 ]
机构
[1] Hunan Univ, Wind Engn Res Ctr, Changsha, Hunan, Peoples R China
[2] Univ Connecticut, Dept Civil & Environm Engn, Storrs, CT 06269 USA
基金
美国国家科学基金会;
关键词
transmission tower-line system; wind tunnel experiments; dynamic analysis; capacity curves; extreme value analysis; TRANSMISSION-LINE; TOWERS; RESPONSES; SURFACE; SYSTEM;
D O I
10.12989/was.2018.27.5.325
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The physical infrastructure of the power systems, including the high-voltage transmission towers and lines as well as the poles and wires for power distribution at a lower voltage level, is critical for the resilience of the community since the failures or nonfunctioning of these structures could introduce large area power outages under the extreme weather events. In the current engineering practices, single circuit lattice steel towers linked by transmission lines are widely used to form power transmission systems. After years of service and continues interactions with natural and built environment, progressive damages accumulate at various structural details and could gradually change the structural performance. This study is to evaluate the typical existing transmission tower-line system subjected to synoptic winds (atmospheric boundary layer winds). Effects from the possible corrosion penetration on the structural members of the transmission towers and the aerodynamic damping force on the conductors are evaluated. However, corrosion in connections is not included.Meanwhile, corrosion on the structural members is assumed to be evenly distributed. Wind loads are calculated based on the codes used for synoptic winds and the wind tunnel experiments were carried out to obtain the drag coefficients for different panels of the transmission towers as well as for the transmission lines. Sensitivity analysis is carried out based upon the incremental dynamic analysis (IDA) to evaluate the structural capacity of the transmission tower-line system for different corrosion and loading conditions. Meanwhile, extreme value analysis is also performed to further estimate the short-term extreme response of the transmission tower-line system.
引用
收藏
页码:325 / 336
页数:12
相关论文
共 37 条
[1]   Review on dynamic and quasi-static buffeting response of transmission lines under synoptic and non-synoptic winds [J].
Aboshosha, Haitham ;
Elawady, Amal ;
El Ansary, Ayman ;
El Damatty, Ashraf .
ENGINEERING STRUCTURES, 2016, 112 :23-46
[2]   Engineering method for estimating the reactions of transmission line conductors under downburst winds [J].
Aboshosha, Haitham ;
El Damatty, Ashraf .
ENGINEERING STRUCTURES, 2015, 99 :272-284
[3]  
Albrecht P., 1984, National Cooperative Highway Research Program Report 272
[4]  
Banik S., 2008, BBAA 6 INT C BLUFF B, P20
[5]  
Banik SS, 2010, WIND STRUCT, V13, P1
[6]   Estimation of stochastic crosswind response of wind-excited tall buildings with nonlinear aerodynamic damping [J].
Chen, Xinzhong .
ENGINEERING STRUCTURES, 2013, 56 :766-778
[7]   Time-variant reliability profiles for steel girder bridges [J].
Czarnecki, Artur A. ;
Nowak, Andrzej S. .
STRUCTURAL SAFETY, 2008, 30 (01) :49-64
[8]  
DARWISH M, 2017, PRACTICE PERIODICAL, V22
[9]  
De Oliveira A, 2006, P CIGRE SESS 2006
[10]   Experimental and numerical study on the responses of a transmission tower to skew incident winds [J].
Deng, H. Z. ;
Xu, H. J. ;
Duan, C. Y. ;
Jin, X. H. ;
Wang, Z. H. .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2016, 157 :171-188