Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 53 Issue 4
Apr.  2023
Turn off MathJax
Article Contents
ZHAO Zihan, XIAO Kai, XIAO Yiqing, LI Chao, ZHANG Wentong. Fragility Analysis of Transmission Towers with a Strong Wind Based on First-Passage Failure Criterion[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 15-21. doi: 10.13204/j.gyjzG20121012
Citation: ZHAO Zihan, XIAO Kai, XIAO Yiqing, LI Chao, ZHANG Wentong. Fragility Analysis of Transmission Towers with a Strong Wind Based on First-Passage Failure Criterion[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 15-21. doi: 10.13204/j.gyjzG20121012

Fragility Analysis of Transmission Towers with a Strong Wind Based on First-Passage Failure Criterion

doi: 10.13204/j.gyjzG20121012
  • Received Date: 2020-12-10
    Available Online: 2023-07-01
  • The capacity curves of lattice transmission towers under wind loading were first calculated based on current design codes. According to the stress characteristics of structural components, three performance indexes under the first-passage failure criterion were discussed by using the displacement angle of the tower top as an indicator. Then, these indexes were validated by implementing the statistical analysis based on the Latin Hypercube Sampling (LHS) of equivalent static calculation. Thirdly, the fragility curves under unfavorable wind directions were calculated with the uncertain characteristics of the vertex displacement angle. These results were validated with an overhead transmission line-tower system by using the first-passage failure theory. Wind speeds corresponding to the HCLPF (High Confidence, Low Probability of Failure) results showed that the results under different methods were very close to each other, but the LHS approach had higher calculation efficiency.
  • loading
  • [1]
    厉天威,江巳彦,赵建华,等. 南方电网沿海地区输电线路风灾事故分析[J]. 高压电器,2016(6):23-28.
    [2]
    康斌. 我国台风灾害统计分析[J]. 中国防汛抗旱,2016(2):36-40.
    [3]
    GROSSI P. Catastrophe modeling:a new approach to managing risk[M]. Boston:Springer Science & Business Media, 2005.
    [4]
    吴明祥,包建强,叶尹,等. 超强台风"桑美"引起温州电网输电线路事故的分析[J]. 电力建设,2007(9):39-41.
    [5]
    MINOR J E, MEHTA K C. Wind damage observations and implications[J]. Journal of the Structural Division,1979, 105(11):2279-2291.
    [6]
    LEICESTER R H, BUBB C, DORMAN C, et al. An assessment of potential cyclone damage to dwellings in Australia[M]. New York:Pergamon, 1979.
    [7]
    LI Y, ELLINGWOOD B R. Hurricane damage to residential construction in the US:importance of uncertainty modeling in risk assessment[J]. Engineering Structures,2006, 28(7):1009-1018.
    [8]
    龙坪. 土木工程结构台风易损性评估研究[D]. 哈尔滨:哈尔滨工业大学, 2008.
    [9]
    韩枫. 特高压输电塔线体系的抗风可靠度研究[D]. 重庆:重庆大学,2012.
    [10]
    李桂青,曹宏,李秋胜. 结构动力可靠度理论及其应用[M]. 北京:地震出版社,1993.
    [11]
    国家能源局. 架空输电线路杆塔结构设计技术规定:DL/T 5154-2012[S].北京:中国计划出版社,2012.
    [12]
    BANIK S S, HONG H P, KOPP G A. Assessment of capacity curves for transmission line towers under wind loading[J]. Wind and Structures, 2010, 13(1):1-20.
    [13]
    ERBERIK M A, ELNASHAI A S. Fragility analysis of flat-slab structures[J]. Engineering Structures,2004, 26(7):937-948.
    [14]
    欧进萍,段宇博,叶骏. 等效随机静风荷载的模型及其参数确定[J]. 哈尔滨建筑工程学院学报,1994(2):1-8.
    [15]
    王松涛. 现行输电塔设计规范可靠度水准的评估与分析[D]. 重庆:重庆大学, 2014.
    [16]
    HUANG M, CHAN C, LOU W, et al. Statistical extremes and peak factors in wind-induced vibration of tall buildings[J]. Journal of Zhejiang University-Science A (Applied Physics and Engineering), 2012, 13(1):18-32.
    [17]
    CAO H, LI Q S. Calculation of wind resistant structure safety[J]. China Civil Engineering Journal,1994, 27(1):40-48.
    [18]
    KENNEDY R P, CORNELL C A, CAMPBELL R D, et al. Probabilistic seismic safety study of an existing nuclear power plant[J]. Nuclear Engineering and Design, 1980, 59(2):315-338.
    [19]
    BENJAMIN J R, ASSOIATES I. Methodology for developing Seismic Fragilities[R]. California:Electric Power Research Institute Inc, 1994.
    [20]
    雷旭,付兴,肖凯,等. 强风作用下输电塔结构不确定性倒塌分析[J]. 中国机电工程学报,2018, 38:266-274.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (110) PDF downloads(9) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return