东南大学学报（自然科学版）2026，Vol.56Issue(7)：983-990,8.DOI:10.3969/j.issn.1001-0505.2026.07.005
超大型体育场屋盖气弹模型设计与试验验证
Aeroelastic model design and test validation of a mega stadium roof
摘要
Abstract
The mega stadium features a complex structural support system and aerodynamic shape,with numer-ous primary vibration modes contributing to its wind-induced response.Constructing a multi-degree-of-freedom aeroelastic model for such structures presents significant challenges.Therefore,using a real mega stadium as a prototype,this paper employs an equivalent method based on an equivalent structure composed of a simplified flexible skeleton and lightweight skin to design and fabricate a multi-degree-of-freedom aeroelastic model of a mega stadium.Structural dynamic characteristics were identified through impact testing of the aero-elastic model.Subsequently,wind tunnel tests were conducted and compared with wind-induced vibration re-sponse calculation results based on pressure measurement tests to validate the accuracy of the aeroelastic model's wind response.Results indicate that the aeroelastic model effectively simulates the dynamic character-istics of the prototype's primary vibration modes.Its wind-induced response aligns well with wind-vibration re-sponse calculation results,demonstrating that the equivalent structural method can reasonably simplify the structural support system while meeting model accuracy requirements,which significantly reduces the com-plexity and cost of constructing aeroelastic models.关键词
大跨屋盖结构/气弹模型/设计方法/风洞试验/风致响应Key words
large-span roof structure/aeroelastic model/design method/wind tunnel test/wind-induced re-sponse分类
建筑与水利引用本文复制引用
马泽琨,张国晟,麦慧琳,黄鹏,乔浩帅..超大型体育场屋盖气弹模型设计与试验验证[J].东南大学学报（自然科学版）,2026,56(7):983-990,8.基金项目
国家自然科学基金资助项目(52178500). （52178500）
