Dynamic Responses and Vibration Control of the Transmission Tower-Line System: A State-of-the-Art Review

被引:18
|
作者
Chen, Bo [1 ]
Guo, Wei-hua [1 ]
Li, Peng-yun [2 ]
Xie, Wen-ping [2 ]
机构
[1] Wuhan Univ Technol, Key Lab Roadway Bridge & Struct Engn, Wuhan 430070, Peoples R China
[2] Guangdong Power Grid Corp Co Ltd, Guangzhou 510080, Guangdong, Peoples R China
来源
SCIENTIFIC WORLD JOURNAL | 2014年
基金
中国国家自然科学基金;
关键词
WIND-INDUCED VIBRATION; SEMIACTIVE FRICTION DAMPERS; NUMERICAL-ANALYSIS; BEHAVIOR; SIMULATION; CONDUCTORS; STABILITY; FAILURE; DAMAGE; IDENTIFICATION;
D O I
10.1155/2014/538457
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
This paper presented an overview on the dynamic analysis and control of the transmission tower-line system in the past forty years. The challenges and future developing trends in the dynamic analysis and mitigation of the transmission tower-line system under dynamic excitations are also put forward. It also reviews the analytical models and approaches of the transmission tower, transmission lines, and transmission tower-line systems, respectively, which contain the theoretical model, finite element (FE) model and the equivalent model; shows the advances in wind responses of the transmission tower-line system, which contains the dynamic effects under common wind loading, tornado, downburst, and typhoon; and discusses the dynamic responses under earthquake and ice loads, respectively. The vibration control of the transmission tower-line system is also reviewed, which includes the magnetorheological dampers, friction dampers, tuned mass dampers, and pounding tuned mass dampers.
引用
收藏
页数:20
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