李会知, 关罡, 吴义章. 建筑物风荷载测量技术与动态响应的研究[J]. 工程力学, 2004, 21(1): 143-147.
引用本文: 李会知, 关罡, 吴义章. 建筑物风荷载测量技术与动态响应的研究[J]. 工程力学, 2004, 21(1): 143-147.
LI Hui-zhi, GUAN Gang, WU Yi-zhang. MEASUREMENT OF WIND LOAD AND PREDICTION OF DYNAMIC RESPONSE OF BUILDINGS IN WIND TUNNEL[J]. Engineering Mechanics, 2004, 21(1): 143-147.
Citation: LI Hui-zhi, GUAN Gang, WU Yi-zhang. MEASUREMENT OF WIND LOAD AND PREDICTION OF DYNAMIC RESPONSE OF BUILDINGS IN WIND TUNNEL[J]. Engineering Mechanics, 2004, 21(1): 143-147.

建筑物风荷载测量技术与动态响应的研究

MEASUREMENT OF WIND LOAD AND PREDICTION OF DYNAMIC RESPONSE OF BUILDINGS IN WIND TUNNEL

  • 摘要: 风荷载是建筑物的主要侧向控制荷载,测量风荷载及预测建筑物风响应是工程需要.利用高频天平能够测量建筑物静态和动态风荷载并预测建筑物的动态响应,这是一种有待广泛推广的新技术.作为技术研究,在1.4m×1.4m风洞中利用一台五分量高频天平获得了两个模型在不同流动状态大气边界层中的广义力谱,计算了相应高层建筑的动态响应,并与国际ESDU风工程计算作了比较,对试验结果的可靠性进行了分析.

     

    Abstract: The wind load is a major load on buildings from side directions. Wind load measurement and wind response prediction are of considerable necessity to building engineering. The measurement of the static and dynamic wind load and the prediction of the dynamic wind response can be achieved by using the high frequency balance, which is a promising new technique. As a technical study, a test was conducted by using a five-component self-made high frequency balance in a 1.4m×1.4m wind tunnel, and the generalized force spectrums of two models in different flow-state atmosphere boundary layers were drawn in the test. The dynamic wind responses of two high-rise buildings are calculated, and the result is compared with the statistical standards for wind engineering set by the Engineering Sciences Data Unit(ESDU). The reliability of the test results is also analyzed.

     

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