Wind-induced vibration control of power transmission tower using pounding tuned mass damper

被引:2
作者
Tian, Li [1 ]
Gai, Xia [1 ]
机构
[1] Shandong Univ, Sch Civil Engn, Jinan 250100, Peoples R China
关键词
power transmission tower; wind-induced vibration; structural control; pounding tuned mass damper; LINE SYSTEM;
D O I
暂无
中图分类号
R318 [生物医学工程];
学科分类号
0831 ;
摘要
Wind-induced vibration control of power transmission tower using pounding tuned mass damper is studied in the paper. The power transmission tower, which is often a high and flexible structure, is very susceptible to wind-induced vibrations. To reduce the wind-induced vibration of a transmission tower, a new type of vibration control device that pounding tuned mass damper (PTMD) is proposed in the PTMD, a limiting collar with viscoelastic material laced on the inner rim is installed to restrict the stroke of the tuned mass and to dissipate energy through collision. The pounding force is modeled based on the Hertz contact law. A 55 m tower is selected to verify the effectiveness of the PTMD. The wind field is generated based on Kaimal spectrum using harmonic superposition method. The power transmission towers without control and with the PTMD are analyzed, respectively. Results show that the PTMD is very effective in reducing the wind-induced vibration and the vibration control performance improves as the external wind load increases.
引用
收藏
页码:3693 / 3701
页数:9
相关论文
共 16 条
[1]   Dynamic behavior and stability of transmission line towers under wind forces [J].
Battista, RC ;
Rodrigues, RS ;
Pfeil, MS .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2003, 91 (08) :1051-1067
[2]   CONTROL OF WIND-INDUCED RESPONSE OF TRANSMISSION TOWER-LINE SYSTEM BY USING MAGNETORHEOLOGICAL DAMPERS [J].
Chen, Bo ;
Zheng, Jin ;
Qu, Weilian .
INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2009, 9 (04) :661-685
[3]   Non-linear viscoelastic modelling of earthquake-induced structural pounding [J].
Jankowski, R .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2005, 34 (06) :595-611
[4]  
KAIMAL JC, 1972, Q J ROY METEOR SOC, V98, P563, DOI 10.1002/qj.49709841707
[5]   Aerial method to mitigate vibration on transmission towers [J].
Kilroe, N .
2000 IEEE ESMO - 2000 IEEE 9TH INTERNATIONAL CONFERENCE ON TRANSMISSION & DISTRIBUTION CONSTRUCTION, OPERATION & LIVE-LINE MAINTENANCE PROCEEDINGS, 2000, :187-194
[6]  
[李春祥 LI Chun-xiang], 2009, [振动与冲击, Journal of Vibration and Shock], V28, P15
[7]   Experiments on the effect of an impact damper on a multiple-degree-of-freedom system [J].
Li, K. ;
Darby, A. P. .
JOURNAL OF VIBRATION AND CONTROL, 2006, 12 (05) :445-464
[8]   An experimental investigation into the use of a buffered impact damper [J].
Li, K ;
Darby, AP .
JOURNAL OF SOUND AND VIBRATION, 2006, 291 (3-5) :844-860
[9]  
Li L., 2008, ENG MECH, V12, P213
[10]   Cyclic loading test of friction-type reinforcing members upgrading wind-resistant performance of transmission towers [J].
Park, Ji-Hun ;
Moon, Byoung-Wook ;
Min, Kyung-Won ;
Lee, Sung-Kyung ;
Kim, Chee Kyeong .
ENGINEERING STRUCTURES, 2007, 29 (11) :3185-3196