Finite Element Analysis of Wind Vibration Control Effect for Single Transmission Tower
被引:1
作者:
Xie, Wenping
论文数: 0引用数: 0
h-index: 0
机构:
Guangdong Power Grid Corp, Elect Power Res Inst, Guangzhou 510080, Guangdong, Peoples R ChinaGuangdong Power Grid Corp, Elect Power Res Inst, Guangzhou 510080, Guangdong, Peoples R China
Xie, Wenping
[1
]
Xia, Dongzhou
论文数: 0引用数: 0
h-index: 0
机构:
Changsha Univ Sci & Technol, Sch Civil Engn & Architecture, Changsha 410014, Hunan, Peoples R ChinaGuangdong Power Grid Corp, Elect Power Res Inst, Guangzhou 510080, Guangdong, Peoples R China
Xia, Dongzhou
[2
]
Yang, Weijun
论文数: 0引用数: 0
h-index: 0
机构:
Changsha Univ Sci & Technol, Sch Civil Engn & Architecture, Changsha 410014, Hunan, Peoples R ChinaGuangdong Power Grid Corp, Elect Power Res Inst, Guangzhou 510080, Guangdong, Peoples R China
Yang, Weijun
[2
]
机构:
[1] Guangdong Power Grid Corp, Elect Power Res Inst, Guangzhou 510080, Guangdong, Peoples R China
[2] Changsha Univ Sci & Technol, Sch Civil Engn & Architecture, Changsha 410014, Hunan, Peoples R China
来源:
APPLIED MECHANICS, MATERIALS AND MANUFACTURING IV
|
2014年
/
670-671卷
Three-dimensional finite element analysis model of transmission tower is established by using ANSYS software. According to the characteristics of the tower, wind vibration control effect of transmission tower is to be studied through seven different kinds of distribution of MR dampers condition, then get the dynamic response in different position of the tower body and tower top. The analysis results show that:: Through using of different damper layout, it can reduce vibration of the tower, especially the third scheme which is tower head lower half part edge member bar plus dampers had the most significant vibration reduction effect. Research results can be reference for engineering design and engineering practice, it also has a certain theoretical and practical significance.
机构:City Univ Hong Kong, Dept Bldg & Construct, Kowloon, Hong Kong, Peoples R China
Albermani, FGA
;
Kitipornchai, S
论文数: 0引用数: 0
h-index: 0
机构:
City Univ Hong Kong, Dept Bldg & Construct, Kowloon, Hong Kong, Peoples R ChinaCity Univ Hong Kong, Dept Bldg & Construct, Kowloon, Hong Kong, Peoples R China
机构:
Univ Fed Rio Grande Sul, Dept Civil Engn, Lab Aerodinom Construcoes, BR-90035190 Porto Alegre, RS, BrazilUniv Fed Rio Grande Sul, Dept Civil Engn, Lab Aerodinom Construcoes, BR-90035190 Porto Alegre, RS, Brazil
Loredo-Souza, AM
;
Davenport, AG
论文数: 0引用数: 0
h-index: 0
机构:Univ Fed Rio Grande Sul, Dept Civil Engn, Lab Aerodinom Construcoes, BR-90035190 Porto Alegre, RS, Brazil
机构:City Univ Hong Kong, Dept Bldg & Construct, Kowloon, Hong Kong, Peoples R China
Albermani, FGA
;
Kitipornchai, S
论文数: 0引用数: 0
h-index: 0
机构:
City Univ Hong Kong, Dept Bldg & Construct, Kowloon, Hong Kong, Peoples R ChinaCity Univ Hong Kong, Dept Bldg & Construct, Kowloon, Hong Kong, Peoples R China
机构:
Univ Fed Rio Grande Sul, Dept Civil Engn, Lab Aerodinom Construcoes, BR-90035190 Porto Alegre, RS, BrazilUniv Fed Rio Grande Sul, Dept Civil Engn, Lab Aerodinom Construcoes, BR-90035190 Porto Alegre, RS, Brazil
Loredo-Souza, AM
;
Davenport, AG
论文数: 0引用数: 0
h-index: 0
机构:Univ Fed Rio Grande Sul, Dept Civil Engn, Lab Aerodinom Construcoes, BR-90035190 Porto Alegre, RS, Brazil