Proceedings of the 2018 3rd International Conference on Control, Automation and Artificial Intelligence (CAAI 2018)

Study on Response Characteristics of Wind Vibration of United Framework of Transformer Substations Considering the Influence of Busbars and Insulators

Authors
Dong Xie, Yi Xiong, Xuejun Tang, Luping Li, Fenghua Jin, Xiangmin Chen, Zhaoyang Zhang, Hongchuan Dong, Heng Ding, Jiang Feng, Hao Zhang, Miao Gong
Corresponding Author
Dong Xie
Available Online August 2018.
DOI
https://doi.org/10.2991/caai-18.2018.55How to use a DOI?
Keywords
transformer substation; full united framework (FUF); busbar; wind vibration response; wind vibration coefficient; dynamic characteristics; finite element analysis (FEA)
Abstract

The full united frameworks (FUF) of transformer substations belong to wind-sensitive towering structures, and wind load is a decisive control load. Wires, lower leads, and busbars hang on united frameworks. Such suspension component will inevitably affect the wind-induced response characteristics of united frameworks, which must be considered in design. In this study, a 500kV full united substation framework was used as the study object. Six busbars was installed in longitudinal direction on the framework. With the help of finite element analysis software ANSYS, based on random vibration theory, the wind-induced vibration response of the united framework was calculated and analyzed in frequency domain. The wind induced vibration displacement response and the spatial distribution rule of the wind vibration coefficient under the wind load in different wind directions were obtained. The calculation results show that, with the existence of longitudinal busbars, the fluctuation displacement response and the wind vibration coefficient of the transformer framework decreased, which reduced the alternating load of the transformer framework, with the location of the maximum displacement of the fluctuating displacement response transferred to the busbars. The existence of the busbars has little effect on the mean displacement response of the transformer framework, which can be ignored in the design phase of the transformer framework.

Copyright
© 2018, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 2018 3rd International Conference on Control, Automation and Artificial Intelligence (CAAI 2018)
Series
Atlantis Highlights in Intelligent Systems
Publication Date
August 2018
ISBN
978-94-6252-595-5
ISSN
2589-4919
DOI
https://doi.org/10.2991/caai-18.2018.55How to use a DOI?
Copyright
© 2018, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Dong Xie
AU  - Yi Xiong
AU  - Xuejun Tang
AU  - Luping Li
AU  - Fenghua Jin
AU  - Xiangmin Chen
AU  - Zhaoyang Zhang
AU  - Hongchuan Dong
AU  - Heng Ding
AU  - Jiang Feng
AU  - Hao Zhang
AU  - Miao Gong
PY  - 2018/08
DA  - 2018/08
TI  - Study on Response Characteristics of Wind Vibration of United Framework of Transformer Substations Considering the Influence of Busbars and Insulators
BT  - Proceedings of the 2018 3rd International Conference on Control, Automation and Artificial Intelligence (CAAI 2018)
PB  - Atlantis Press
SP  - 228
EP  - 237
SN  - 2589-4919
UR  - https://doi.org/10.2991/caai-18.2018.55
DO  - https://doi.org/10.2991/caai-18.2018.55
ID  - Xie2018/08
ER  -