[1] 胡  毅，刘  庭．输电线路建设和运行中的制约与技术创新[J]．高电压技术，2008，34(11)：2262-2269．
HU Yi, LIU Ting. Restriction and Technological Innovation in Construction and Operation of Power Grid [J]. High Voltage Engineering, 2008, 34(11): 2262-2269.
[2] 孙竹森，程永锋，张  强，等．输电线路钢管塔的推广与应用[J]．电网技术，2010，34(06)：186-192．
SHUN Zhusen, CHENG Yongfeng, ZHANG Qiang, et al. Application and Dissemination of Steel Tubular Tower in Transmission Lines [J]. Power System Technology, 2010, 34(06): 186-192.
[3] 周远翔，陈健宁，张  灵，等．“双碳”与“新基建”背景下特高压输电技术的发展机遇[J]．高电压技术，2021，47(07)：2396-2408．
ZHOU Yuanxiang, CHEN Jianning, ZHANG Ling, et al. Opportunity for Developing Ultra High Voltage Transmission Technology Under the Emission Peak, Carbon Neutrality and New Infrastructure [J]. High Voltage Engineering, 2021, 47(07): 2396-2408.
[4] 邵  帅，杨风利，程永锋，等．大跨越输电高塔发展历程及其结构承载性能研究综述[J]．中国电机工程学报，2022，42(S1)：313-331．
SHAO Shuai, YANG Fengli, CHENG Yongfeng, et al. Development of Long-span High-rise Transmission Towers and Research on Structural Bearing Capacity: a Review [J]. Proceedings of the CSEE, 2022, 42(S1): 313-331.
[5] 杨靖波，李正．输电线路钢管塔微风振动及其对结构安全性的影响[J]．振动、测试与诊断，2007(03)：208-211+267．
YANG Jingbo, LI Zheng, et al. Breeze Vibration of Transmission Steel Tubular Tower and Its Effects on Structure Safety [J]. Journal of Vibration，Measurement and Diagnosis, 2007(03): 208-211+267.
[6] 邓洪洲，赵张峰．输电塔钢管构件涡激振动数值模拟[J]．同济大学学报(自然科学版)，2017，46(01)：9-16+22．
DENG Hongzhou, ZHAO Zhangfeng. Numerical Simulation of Vortex-Induced Vibration of Steel Tubular Members in Transmission Tower [J]. Journal of Tong Ji University (Natural Science), 2017, 46(01): 9-16+22.
[7] HUANG M F, ZHANG B Y, GUO Y, et al. Prediction and Suppression of Vortex-Induced Vibration for Steel Tubes with Bolted Joints in Tubular Transmission Towers [J]. Journal of structural engineering, 2021, 147(9): 04021128．
[8] 张熠骁．钢管输电塔杆件涡激振动风洞试验及数值模拟[D]．重庆：重庆大学，2022．
ZHANG Yixiao. Wind Tunnel Test and Numerical Simulation on the Vortex Induced Vibration of Steel Tubular Transmission Tower [D]. Chongqing, China: Chongqing University, 2022.
[9] Li Z L, Wang Z S, Li J H, et al. Experimental Study on Vortex-Induced Vibration of Steel Tubes in Transmission Towers at Various Inflow Conditions [J]. Buildings, 2023, 13(1): 252-268.
[10] GB 50017-2017 钢结构设计标准[S]．北京：中国建筑工业出版社，2017.
GB 50017-2017 Code for design of steel structures[S]. Beijing, China: China Architecture & Building Press, 2017.
[11] International Institute of Welding (IIW). Recommended fatigue design procedure for hollow section joints: part I: hot spot stress method for nodal joints [M]. Strasbourg, France: The Welding Institute, 1985.
[12] CIDECT Design Guide No.8 Design guide for circular and rectangular hollow section welded joints under fatigue loading[S]. Cologne, Germany: TÜV-Verlag, 2000.
[13] 赵张峰，邓洪洲．输电塔钢管构件涡振疲劳临界起振风速的探讨[J]．特种结构，2015，32(05)：54-61．
ZHAO Zhangfeng, DENG Hongzhou. Discussion on critical vibration velocity of vortex fatigue for steel tube members of transmission tower [J]. Special Structures, 2015, 32(05): 54-61．
[14] 李  捷，张宏杰，韩军科，等．钢管塔杆件涡振对节点板疲劳寿命影响研究[J]．煤炭工程，2020，52(10)：154-158．
LI Jie, ZHANG Hongjie, HAN Junke, et al. Fatigue life of joint plate induced by vortex-induced vibration of steel tube member [J]. Coal Engineering, 2020, 52(10): 154-158．
[15] Diana G, Manenti A, Pirotta C, et al. Stockbridge-type damper effectiveness evaluation: Part Ⅱ-the influence of the impedance matrix terms on the energy dissipated [J].  IEEE Transactions on Power Delivery, 2003, 18(4): 1470-1477. 
[16] DL/T 5254-2010 架空输电线路钢管塔设计技术规定[S]．北京：中国电力出版社，2014.
DL/T 5254-2010 Technical Regulation of Design for Tower and Pole Structures of Overhead Transmission Line [S]. Beijing, China: China Electric Power Press, 2014.
[17] 汪之松，李正良，李佳鸿，等.输电塔钢管构件涡激振动分布荷载预测方法[P]．中国 CN202211635847.8，20230414．
WANG Zhisong, LI Zhengliang, LI Jiahong, et al. Vortex-induced vibration distribution load prediction method for steel pipe members of transmission tower [P]. China CN202211635847.8, 20230414．
[18] 邓洪洲，李峰，陈强，等.输电塔典型节点钢管杆件动力特性研究[J].振动与冲击，2009，28(10)：60-63.
DENG Hongzhou, LI Feng, CHEN Qiang, et al. Dynamic characteristic of steel tubular members connected with typical joints of transmission tower [J]. Journal of Vibration and Shock, 2009.28(10): 60-63.
[19] 郭晓玲，唐国强，刘名名，等.低雷诺数下串联双圆柱涡激振动机理的数值研究[J].振动与冲击，2014，33(04)：60-69.
GUO Xiaoling, TANG Guoqiang, LIU Mingming, et al. Numerical investigation on vortex-induced vibration of twin tandem circular cylinders under low Reynolds number [J]. Journal of Vibration and Shock, 2014, 33(04): 60-69.
[20] 童乐为，杨德磊，Zhao X L．圆管-方管混凝土T型节点疲劳性能试验研究[J]．振动与冲击，2013，32(03)：99-105．
TONG Leiwei, YANG Delei, ZHAO Xiao-lin. Tests for fatigue behavior of welded CHS-SHS-concrete filled T-joints [J]. Journal of Vibration and Shock, 2013, 32(03): 99-105．
[21] 吴庆雄，黄汉辉，陈康明，等．钢管K形节点足尺模型疲劳性能试验研究[J]．建筑结构学报，2020，41(05)：157-167．
WU Qingxiong, HUANG Hanhui, CHEN Kangming, et al. Experimental study on fatigue performance of full-scale circular hollow section K-joint [J]. Journal of Building Structures, 2020, 41(05): 157-167.
[22] GB/T3075 2008 金属材料疲劳试验：轴向力控制方法[S]．北京：中国标准出版社，2021.
GB/T3075 2008 Metallic material Fatigue testing—Axial force-controlled method [S]. Beijing, China: China Standards Press, 2021.
[23] GURNEY T R. Fatigue of welded structures [M].  London: Cambridge University Press, 1979.
[24] 张  辉，张邹铨，陈煜嵘，等．工业铸件缺陷无损检测技术的应用进展与展望[J]．自动化学报，2022，48(04)：935-956.
ZHANG Hui, ZHANG Zouquan, CHEN Yurong, et al. Application Advance and Prospect of Nondestructive Testing Technology for Industrial Casting Defects [J]. ACTA AUTOMATICA SINICA, 2022, 48(04): 935-956.
[25] 杨新华，陈传尧．疲劳与断裂[M]．第二版．武汉：华中科技大学出版社，2018．
YANG Xinhua, CHEN Chuanyao. Fatigue and fracture [M]. 2nd ed. Wuhan, China: Huazhong University of Science and Technology Press, 2018.
[26] 贺小帆，刘文珽，王忠波，等．预腐蚀对疲劳寿命分布特性及参数影响的初步研究[J]．航空材料学报，2007(06)：21-26．
HE Xiaofan, LIU Wenting, WANG Zhongbo, et al. A Study of Distribution Characteristic and Parameter Analysis of Pre-Corrosion Fatigue Life [J]. Journal of Aeronautical Materials, 2007(06): 21-26.