Comparison of Stability Factors of Axial Compressive Members in Transmission Towers in Design Codes

doi:10.11930/j.issn.1004-9649.2014.3.90.5

Abstract

Abstract: Stability is a very important problem in transmission towers. Taking the stability factor of axial compressive members in transmission towers as the research object, this paper presents stability factors of axial compressive members specified in American tower design guidelines (ASCE10-97), the British tower design specification (BS 8100-3) and European overhead transmission line of over 45 kV design specification (EN50431-1), and make a comparison with technical regulation of design for tower and pole structures of overhead transmission line(DL/T 5154—2002). The results show that stability factors of axial compressive members do not consider the influence of section classification in ASCE10-97, while DL/T 5154—2002, BS 8100-3 and EN 50431-1 considers the influence of section classification on stability factor curves; for the stability factor of hot-rolled angle steel members in transmission towers, ASCE10-97 is greater than DL/T 5154, while BS 8100-3 and EN 50431-1 almost equals to DL/T 5154—2002; for stability factor of cold-formed steel tube members, ASCE10-97 is greater than DL/T 5154—2002, BS 8100-3 almost equals to DL/T 5154—2002, and EN 50431-1 is the lowest.

CLC Number:

TM753

HAN Jun-ke, ZHANG Chun-lei, YANG Jing-bo. Comparison of Stability Factors of Axial Compressive Members in Transmission Towers in Design Codes[J]. Electric Power, 2014, 47(3): 90-95.

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URL: https://www.electricpower.com.cn/EN/10.11930/j.issn.1004-9649.2014.3.90.5

https://www.electricpower.com.cn/EN/Y2014/V47/I3/90

References

[1] 韩军科,杨靖波,杨风利,等. 超/特高压同塔多回输电线路脱冰跳跃动力响应分析[J]. 电网技术,2012,36（9）：61-67.
HAN Jun-ke, YANG Jing-bo, YANG Feng-li, et al . Analysis on dynamic responses of ice shedding-caused drastic conductor vibration occurred in EHV/UHV multi-circuit transmission lines on same tower [J]. Power System Technology, 2012, 36(9): 61-67.
[2] 韩军科,杨靖波,李清华,等. 超/特高压交流同塔多回输电线路覆冰不平衡张力分析[J]. 电网技术,2011,35（12）：33-37.
HAN Jun-ke, YANG Jing-bo, LI Qing-hua, et al . Analysis on unbalanced tension caused by ice-coating on conductors of UHV/EHV AC multi-circuit transmission lines on the same tower [J]. Power System Technology, 2011, 35(12): 33-37.
[3] 韩军科,杨靖波,杨风利,等. 特高压钢管塔主材长细比及径厚比的取值[J]. 电网技术,2009,33（19）：17-20.
HAN Jun-ke, YANG Jing-bo, YANG Feng-li, et al . Value selection of slenderness ratio and diameter-thickness ratio of steel tube for 1 000 kV transmission steel tubular tower legs [J]. Power System Technology, 2009, 33(19): 17-20.
[4] 高雁,杨靖波,韩军科. 超-特高压多回路杆塔结构可靠度分析[J]. 电网技术,2010,34（9）：181-184.
GAO Yan, YANG Jing-bo, HAN Jun-ke. Analysis on structural reliability of multi-circuit tower for EHV and UHV AC power transmission line[J]. Power System Technology, 2010, 34(9): 181-184.
[5] 杨靖波,韩军科,华旭刚,等. 1 000 kV淮南-上海输变电工程同塔双回钢管塔风振控制[J]. 电机工程学报,2010,30（7）：104-110.
YANG Jing-bo, HAN Jun-ke, HUA Xu-gang, et al . Wind-induced vibration suppression of tubular towers for 1 000 kV double- circuit transmission lines on the same tower from Huainan to Shanghai [J]. Proceedings of the CSEE, 2010, 30(7): 104-110.
[6] 杨靖波,韩军科,李茂华,等. 特高压输电线路钢管塔计算模型的选择[J]. 电网技术,2010,34（1）：1-5.
YANG Jing-bo, HAN Jun-ke, LI Mao-hua, et al . Selection of calculation model for steel tubular tower of UHV power transmission line [J]. Power System Technology, 2010, 34(1): 1-5.
[7] 韩军科,李正,杨风利,等. 冷弯型钢输电铁塔真型试验研究[J]. 电力建设,2008,29（8）：58-60.
HAN Jun-ke, YANG Jing-bo, YANG Feng-li, et al . Full scale test of transmission tower using cold-bending profiled steel[J]. Electric Power Construction, 2008, 29(8): 58-60.
[8] 杨风利,韩军科,杨靖波,等. 输电铁塔冷弯角钢构件轴心受压承载力分析及试验研究[J]. 电网技术,2010,34（2）：194-199.
YANG Feng-li, HAN Jun-ke, YANG Jing-bo, et al . Analysis and experimental study on ultimate bearing capacity of structural members of cold-bending angle steel for transmission tower under axial compression[J]. Power System Technology, 2010, 34(2): 194-199.
[9] 侯景鹏,陈加宝,雷俊方. 输电塔线体系非线性地震反应分析[J]. 中国电力,2012,45（11）：65-69.
HOU Jing-peng, CHEN Jia-bao, LEI Jun-fang. Nonlinear dynamic response analysis of the transmission tower-line system under earthquake [J]. Electric Power, 2012, 45(11): 65-69.
[10] 张晓,周浩,赵斌财,等. 500 kV同塔四回输电线路最优相序布置[J]. 中国电力,2010,43（2）：44-47.
ZHANG Xiao, ZHOU Hao, ZHAO Bin-cai, et al . Research on optimized phase sequence arrangements for 500 kV quadruple- circuit transmission line on the same tower[J]. Electric Power,2010, 43(2) :44-47.
[11] GB50018—2002 冷弯薄壁型钢结构设计规范[S].
[12] 刘大林. 美国、欧盟及中国钢结构设计规范中柱子曲线的对比[J]. 建筑钢结构进展,2007,9（4）：52-56.
LIU Da-lin. Comparison of column curves employed in the American, European, and Chinese relevant codes[J]. Progress in Steel Building Structures, 2007, 9(4): 52-56.
[13] ASCE10-97 Design of latticed steel transmission structures[S]. 1997.
[14] BS 8100-3 Lattice towers and masters, Part 3: code of practice for strength assessment of members of lattice towers and masts[S]. 2001
[15] EN 50341-1 Overheard electrical lines exceeding AC 45 kV, Part1: general requirements-common specifications [S]. 2001
[16] DL/T 5154—2002 架空送电线路杆塔结构设计技术规定[S]. 2002.
[17] EN 1993-1-1 Design of steel structures, Part 1-1: general rules and rules for buildings [S]. 1993.