Vibration Reduction Analysis of Landscape Towers with Variable Damping TMDs Based on Wind Tunnel Tests

LIN Songwei; OU Tong; LUO Jiexin; HE Hui; LIU Yanhui

doi:10.13204/j.gyjzG21073103

Volume 53 Issue 2

Feb. 2023

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2023 > 53(2): 138-143,121

LIN Songwei, OU Tong, LUO Jiexin, HE Hui, LIU Yanhui. Vibration Reduction Analysis of Landscape Towers with Variable Damping TMDs Based on Wind Tunnel Tests[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 138-143,121. doi: 10.13204/j.gyjzG21073103

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LIN Songwei, OU Tong, LUO Jiexin, HE Hui, LIU Yanhui. Vibration Reduction Analysis of Landscape Towers with Variable Damping TMDs Based on Wind Tunnel Tests[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 138-143,121. doi: 10.13204/j.gyjzG21073103

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Vibration Reduction Analysis of Landscape Towers with Variable Damping TMDs Based on Wind Tunnel Tests

doi: 10.13204/j.gyjzG21073103

LIN Songwei^1,2,
OU Tong^1,3,
LUO Jiexin^{1
,
,},
HE Hui⁴,
LIU Yanhui²

1. Guangdong Architectural Design & Research Institute Co., Ltd., Guangzhou 510010, China;
2. School of Civil Engineering, Guangzhou University, Guangzhou 510006, China;
3. Guangdong Metal Enclosure Structure Engineering Technology Research Center, Guangzhou 510006, China;
4. Hunan Institute of Technology, Hengyang 421002, China

Received Date: 2021-07-31
Available Online: 2023-05-25
Publish Date: 2023-02-20

Abstract

Abstract

Based on the time history of wind loads at each structural story obtained from wind tunnel tests, the wind-induced vibration responses of uncontrolled and controlled landscape towers by return period winds for 10 years, 50 years and 100 years were analyzed by the ABAQUS software, and the vibration reduction effect of TMD under wind loads in different return periods were obtained. The calculation results showed that the two-stage variable damping from TMDs could effectively reduce structural responses excited by wind loads, and the vibration-reduction efficiency increased with the increase of stories; TMDs did not exceed the longest stroke length under wind loads. It was in primary damping that excited by the return period wind for 10 years and in secondary damping excited by return period winds for 50 and 100 years; TMDs could effectively improve the structural comfort, and the efficiency of acceleration control was higher than that of displacement control; vibration reduction measures by TMDs were suitable for wind vibration control design of high-rise structures.
- landscape tower,
- two-stage variable damping,
- TMD,
- wind tunnel test,
- vibration attenuation

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References(17)

References

[1]	周福霖. 工程结构减震控制[M]. 北京:地震出版社,1997.
[2]	周云. 结构风振控制的设计方法与应用[M]. 北京:科学出版社,2009.
[3]	刘彦辉,谭平,周福霖,等. 广州电视塔直线电机驱动的主动质量阻尼器动力特性研究[J]. 建筑结构学报,2015,36(4):126-132.
[4]	谭平,张颖,刘彦辉,等. 广州新电视塔混合控制技术研究[J]. 土木建筑与环境工程,2010,32(增刊2):427-431.
[5]	黄襄云,周福霖,金建敏,等. 广州新电视塔结构模型振动台试验研究[J]. 土木工程学报,2010,43(8):21-29.
[6]	徐怀兵, 欧进萍. 设置混合调谐质量阻尼器的高层建筑风振控制实用设计方法[J]. 建筑结构学报,2017,38(6):144-154.
[7]	陈政清,华旭刚,牛华伟,等. 永磁电涡流阻尼新技术及其在土木工程中的应用[J]. 中国公路学报,2020,33(11):83-100.
[8]	汪志昊,陈政清. 永磁式电涡流调谐质量阻尼器的研制与性能试验[J]. 振动工程学报,2013,26(3):374-379.
[9]	翁大根,黄斐骏,周志光,等. 某超高层建筑电涡流TMD的减震分析[J]. 地震工程与工程振动,2014,34(增刊1):815-821.
[10]	区彤,刘彦辉,谭平,等. 高耸型钢钢混凝土筒体结构抗震性能振动台试验研究[J]. 建筑结构学报,2020,43(4):36-46.
[11]	区彤,刘淼鑫,刘彦辉. 高耸型钢钢筋混凝土筒体结构设置调谐质量阻尼器的减震性能试验及数值研究[J]. 特种结构,2020,37(5):95-101 ,106.
[12]	区彤,林松伟,刘彦辉,等. 景观塔两级变阻尼电涡流TMD减振分析与试验研究[J]. 建筑结构,2021,51(13):139-144 ,51.
[13]	贺辉,谭平,刘彦辉,等. 圆形高耸结构两级变阻尼TMD风振控制[J]. 振动工程学报,2020,33(3):503-508.
[14]	ABAQUS Inc. Analysis user's manual[M].6.10 version. Rhode Island:ABAQUS Inc.2010.
[15]	FILIATRAULT A, et al. On the computation of seismic energy in inelastic structures[J]. Engineering Structures, 1994,16(6):425-436.
[16]	葛少平,李爱群. 基于ABAQUS的速度相关型阻尼器单元二次开发[J]. 工程抗震与加固改造,2014,36(3):1-6.
[17]	中华人民共和国住房和城乡建设部.高层建筑混凝土结构技术规程:JGJ 3-2010[S]. 北京:中国建筑工业出版社,2011.

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Vibration Reduction Analysis of Landscape Towers with Variable Damping TMDs Based on Wind Tunnel Tests

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Vibration Reduction Analysis of Landscape Towers with Variable Damping TMDs Based on Wind Tunnel Tests

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