VIBRATION CONTROL AND DAMAGE DETECTION OF TRANSMISSION TOWER-LINE SYSTEM UNDER EARTHQUAKE BY USING FRICTION DAMPERS

被引：0

作者：

Chen, Bo ^{[1
]}

Zheng, Jin

Qu, Wei-Lian ^{[1
]}

机构：

[1] Wuhan Univ Technol, Key Lab Roadway Bridge & Struct Engn, Wuhan 430070, Peoples R China

来源：

PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II | 2010年

关键词：

Transmission tower-line system; Vibration control; Damage detection; Friction damper;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The vibration control and damage detection of a transmission tower-line system subjected to seismic excitation is carried out in this study by using semi-active friction dampers. The analytical models of transmission tower-line system are developed for both in-plane and out-of-plane vibration. Two semi-active control strategies are proposed for the seismic vibration mitigation. A damage detection scheme is developed in the time domain to identify stiffness damages of the transmission tower. A real transmission tower-line system constructed in China is taken as an example to examine the feasibility and reliability of the proposed vibration control approach and damage detection approach.

引用

页码：1418 / 1425

页数：8

共 50 条

[21] Seismic responses of transmission tower-line system under multi-component ground motions [J].

Wei, Wenhui ;

Hu, Ying ;

Pi, Yong Lin .

ADVANCES IN STRUCTURAL ENGINEERING, 2023, 26 (06) :1093-1113

[22] Wind Tunnel Study on Wind-Induced Vibration Responses of a UHV Transmission Tower-Line System [J].

Deng, H. Z. ;

Si, R. J. ;

Hu, X. Y. ;

Duan, C. Y. .

ADVANCES IN STRUCTURAL ENGINEERING, 2013, 16 (07) :1175-1185

[23] Seismic response of transmission tower-line system under coupled horizontal and tilt ground motion [J].

Wei W. ;

Yuan C. ;

Wang H. ;

Hu Y. .

Jianzhu Jiegou Xuebao/Journal of Building Structures, 2019, 40 (06) :79-88

[24] Fragility analysis of a long-span transmission tower-line system under wind loads [J].

Tian, Li ;

Zhang, Xin ;

Fu, Xing .

ADVANCES IN STRUCTURAL ENGINEERING, 2020, 23 (10) :2110-2120

[25] Engineering method for quantifying the coupling effect of transmission tower-line system under strong winds [J].

Liu, Shizeng ;

Zhang, Wentong ;

Li, Qiang ;

Yan, Shicheng ;

Zhang, Shihong ;

Li, Chao ;

Li, Lixiao .

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2024, 255

[26] Effects of Bolt Slip on the Dynamic Characteristics of Transmission Tower-line System [J].

Zhao, Xiu-zhen ;

Chen, Hai-bo ;

Ye, Min ;

Huang, Ying-qing .

2ND INTERNATIONAL CONFERENCE ON SUSTAINABLE ENERGY AND ENVIRONMENTAL ENGINEERING (SEEE 2016), 2016,

[27] Stochastic Analysis of Fatigue Damage of Transmission Tower-Line System Using Kriging and Bayesian Updated Probability Density Evolution Methods [J].

Yang, Xiaoyang ;

Fan, Wenliang ;

Li, Zhengliang .

INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2022, 22 (03N04)

[28] Wind fragility assessment and sensitivity analysis for a transmission tower-line system [J].

Wang, Jia ;

Li, Hong-Nan ;

Fu, Xing ;

Dong, Zhi-Qian ;

Sun, Zhi-Guo .

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2022, 231

[29] Strong wind-induced vibration analyses of uncoupled transmission tower-line model [J].

Zhang, Wentong ;

Xiao, Yiqing ;

Li, Chao .

2020 5TH ASIA CONFERENCE ON POWER AND ELECTRICAL ENGINEERING (ACPEE 2020), 2020, :1898-1902

[30] Galloping of Transmission Tower-Line System and Anti-galloping Research [J].

Li, Li ;

Jiang, Wei ;

Cao, Huajin .

FRONTIERS OF MANUFACTURING AND DESIGN SCIENCE, PTS 1-4, 2011, 44-47 :2666-2670

← 1 2 3 4 5 →