Wind-Induced Vibration Response and Weak Locations of 110 kV Diverging Branch Rods Under Strong Wind
Energy Meteorology|更新时间:2025-10-22
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Wind-Induced Vibration Response and Weak Locations of 110 kV Diverging Branch Rods Under Strong Wind
“In the field of structural engineering, experts have established a wind vibration response analysis model for directional branch bars, providing a solution to solve structural stability problems.”
Southern Energy ConstructionVol. 12, Issue 2, Pages: 48-57(2025)
YANG Ziye, WANG Mengwei, KUANG Chunlin, et al. Wind-induced vibration response and weak locations of 110 kV diverging branch rods under strong wind [J]. Southern energy construction, 2025, 12(2): 48-57
YANG Ziye, WANG Mengwei, KUANG Chunlin, et al. Wind-induced vibration response and weak locations of 110 kV diverging branch rods under strong wind [J]. Southern energy construction, 2025, 12(2): 48-57 DOI: 10.16516/j.ceec.2024-328.
Wind-Induced Vibration Response and Weak Locations of 110 kV Diverging Branch Rods Under Strong Wind
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