Secondly, the wind-induced vibration of PV supports is studied. Finally, the calculation method of the wind load on PV supports is summarized.
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PV modules are subject to considerable vibration under crosswinds, with the leeward-side modules experiencing less vibration than the windward-facing ones, according to Xu et al.''s wind tunnel
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A comparison was made in Table 2 of the vertical vibration dynamic characteristics of the flexible PV support structure, which were obtained through finite element model calculations and
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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
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In summary, the study on the critical wind speed of flexible photovoltaic brackets uses the mid-span deflection limit at the wind-resistant cables under cooling conditions as the standard, set at 1/100 of
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In this study, a series of two-way fluid-structure interaction (FSI) coupling numerical simulations are conducted to investigate the effect of ground anchors on the wind-induced vibration
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The wind-induced vibration response of flexible PV support structure under different cases was studied by using aeroelastic model for wind tunnel test, including different tilt angles of PV
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To investigate the wind-induced vibration characteristics of photovoltaic array tracking supports, this study uses the harmonic superposition method to simulate pulsating wind time series...
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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
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The wind-induced vibration coefficient is crucial for determining the system''s vibrational response under different wind conditions. With significant wind deformation in FCSPSs, a fluid
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