ZUO Taihui, CHENG Ye, HUA Xugang. Field Investigation and Analysis on the Damage to Steel Structure Buildings Caused by the “4·27” Tornado in Guangzhou Baiyun District[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(12): 130-136. doi: 10.3724/j.gyjzG24063002
Citation:
ZUO Taihui, CHENG Ye, HUA Xugang. Field Investigation and Analysis on the Damage to Steel Structure Buildings Caused by the “4·27” Tornado in Guangzhou Baiyun District[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(12): 130-136. doi: 10.3724/j.gyjzG24063002
ZUO Taihui, CHENG Ye, HUA Xugang. Field Investigation and Analysis on the Damage to Steel Structure Buildings Caused by the “4·27” Tornado in Guangzhou Baiyun District[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(12): 130-136. doi: 10.3724/j.gyjzG24063002
Citation:
ZUO Taihui, CHENG Ye, HUA Xugang. Field Investigation and Analysis on the Damage to Steel Structure Buildings Caused by the “4·27” Tornado in Guangzhou Baiyun District[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(12): 130-136. doi: 10.3724/j.gyjzG24063002
On April 27, 2024, the Baiyun District of Guangzhou City was struck by a tornado, leading to severe damage to a large number of buildings, particularly light-gauge steel structures, including roof uplift, facade damage, and collapse. Based on the on-site investigation, the paper analyzed the damage characteristics and causes of roofs, purlins, and steel columns of light-gauge steel structures when confronted with tornadoes. The results indicated that excessive high wind loads were the primary cause of damage to light-gauge steel structures. Different building structural types exhibited distinct damage patterns. Light-gauge steel plants designed and constructed strictly in adherence to building codes primarily showed damage to their envelope systems while maintaining a relatively robust wind-resistant performance of the main structure, towering structures were prone to overall torsional deformation and support failure under the impact of tornadoes. The design and construction quality significantly influenced a building’s resilience against tornadoes. Appropriately decreasing the space of purlins and enhancing the bearing capacity of upright columns could effectively improve the capacity to withstand extreme wind hazards like tornadoes.
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