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天津海河教育園區(qū)體育中心風(fēng)洞試驗(yàn)研究及應(yīng)用
畢磊1,劉松華1,任志彬1,許慶1,何喜明1邱冶2,吳迪2
摘 要

 

1 中國建筑設(shè)計(jì)研究院,北京 100044;2 哈爾濱工業(yè)大學(xué)空間結(jié)構(gòu)研究中心,哈爾濱 150090
 
[摘要]  利用風(fēng)洞試驗(yàn),對(duì)天津海河教育園區(qū)體育中心一場兩館的大跨度屋蓋在各種風(fēng)向角下的風(fēng)壓分布情況進(jìn)行了測試,考察了不同風(fēng)速不同風(fēng)向?qū)ξ萆w表面風(fēng)壓系數(shù)的影響及對(duì)屋蓋風(fēng)荷載的影響。并根據(jù)風(fēng)洞試驗(yàn)結(jié)果進(jìn)行屋蓋結(jié)構(gòu)風(fēng)振響應(yīng)分析。提供可供設(shè)計(jì)參考的風(fēng)壓系數(shù)、風(fēng)振系數(shù)等。
[關(guān)鍵詞] 大跨度空間結(jié)構(gòu);風(fēng)洞試驗(yàn);風(fēng)壓系數(shù);風(fēng)振系數(shù)
中圖分類號(hào):TU393.3      文獻(xiàn)標(biāo)識(shí)碼:A       文章編號(hào):1002-848X(2013)S1-0977-05
 
The study and application of the wind tunnel test of Tianjin Haihe Education Park Sports Center
Bi Lei 1,Liu Songhua11, Ren Zhibin1 , Xu Qing1 ,  He Ximing 1,Qiu Zhi2 , Wu Di2  
(1 China Architecture Design & Research Group,Beijing 1000442 Space Structures Research Center of Harbin Institute of Technology Haerbin  150090)
 
Abstract:The wind tunnel test is used to test the wind pressure distribution in various wind directions of the large span roof in Tianjin Haihe Education Park Sports Center. The effects of different wind speed and different direction to the roof surface pressure coefficient and the roof wind load are studied. Based on the wind tunnel test results, the wind vibration response analysis of the roof structure is conducted. The wind pressure factor and the wind vibration factor is provided, which can be referenced for the related design..
Keywords:Large span space structure, wind tunnel test, wind pressure factor,wind vibration factor
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