The wind-induced vibration characteristics of the photovoltaic support system are investigated from a time-domain analysis perspective, offering valuable insights for the wind resistance design of array
This article investigates a flexible photovoltaic bracket''s response to wind vibration. A finite element model is established using SAP2000 software for time course analysis.
Secondly, the wind-induced vibration of PV supports is studied. Finally, the calculation method of the wind load on PV supports is summarized.
The wind-induced vibration caused by wind loads is one of the main reasons for the failure of PV supports, so the research focus is not only to improve the power generation efficiency of
The wind vibration coefficients in different zones under the wind pressure or wind suction are mostly between 2.0 and 2.15. Compared with the experimental results,the current Chinese national
To investigate the wind-induced vibration characteristics of photovoltaic array tracking supports, this study uses the harmonic superposition
Given that photovoltaic structural designs of a similar nature typically prioritize maximum displacement as a determinant factor, the displacement wind-induced vibration coefficient at Point 4
This paper takes a practical double-layer flexible PV project as the engineering background, an in-depth investigation into its wind-induced vibration coefficients was conducted. First, an aeroelastic model
In order to achieve the effective use of resources and the maximum conversion rate of photovoltaic energy, this project designs a fixed adjustable photovoltaic bracket structure
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