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体育场主看台弧形挑篷气弹模型风洞试验和响应特性 被引量:4

Wind tunnel test on an aeroelastic model of grandstand cantilevered roof of large stadium and features of wind-induced response
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摘要 体育场看台挑篷是典型的风敏感结构。气动弹性模型风洞试验是研究其风振响应的有效方法,但由于挑篷结构质量轻、刚度小,气弹模型设计和制作均很困难,所以目前在实际工程抗风研究中很少应用。本文以一实际体育场主看台挑篷为对象,研究了这类轻柔结构的气弹模型的设计和制作方法,并通过风洞试验进一步了解体育场主看台挑篷的风振响应特性,获得了这类结构的风致响应的基本特征。 Grandstand cantilevered roofs of large stadiums have become a kind of typical wind-sensitive structures due to their flexible and light features. Also due to the features, the design and manufacture of the aeroelastic model are difficult although the kind of models are effective to investigate responses of the structures under strong wind actions, and thus has been seldom used in practical application. A real grandstand cantilevered roof of large stadium is taken as the prototype of the present study. The aeroelastic model of the roof structure is designed and manufactured, and the wind tunnel test is then carried out. The test results are further compared with the computed results which have also been made by the authors to verify the reliability of the model and the test results. Some important conclusions are finally summarized.
作者 顾明 朱川海
出处 《土木工程学报》 EI CSCD 北大核心 2006年第10期54-59,共6页 China Civil Engineering Journal
基金 国家创新研究群体科学基金(50321803) 教育部"高等学校骨干教师资助计划"联合资助
关键词 体育场看台挑篷 气动弹性模型 风致响应 风洞试验 grandstand cantilevered roof of stadium aeroelastic model wind-induced response wind tunnel test
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参考文献5

  • 1Melrourne W H,Cheung J C K.Reducing the wind loading on large cantilevered roofs[J].J.Wind Eng.Ind.Aerodyn,1988:401-410 被引量:1
  • 2Melbourne W H.The response of large roofs to wind action[J].J.Wind Eng.Ind.Aerodyn,1995,54-55:325-335 被引量:1
  • 3Nakamura O,Tamura Y,Miyashita K,et al.A case study of wind-induced vibration of a large span open-type roof[J].J.Wind Eng.Ind.Aerodyn,1994,52:237-248 被引量:1
  • 4顾明,朱川海.大型体育场主看台挑篷的风压及其干扰影响[J].建筑结构学报,2002,23(4):20-26. 被引量:18
  • 5朱川海..大型体育场主看台挑篷的风荷载特性与风致响应研究[D].同济大学,2003:

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