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Field Measurements of Dynamic Characteristics and Wind-induced Response of a Large-Span Roof Structure

机译:大跨度屋顶结构的动态特性和风力响应的现场测量

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This paper presents some selected results obtained from the field measurements of wind effects on Guangzhou International Sports Arena (GISA) during the passage of Typhoon Fanapi in September, 2010. The field data such as wind speed, wind direction and acceleration responses, etc., were simultaneously and continuously recorded during the typhoon. The measured acceleration data are analyzed to obtain the information on dynamic characteristics and wind-induced response of the large-span roof structure. The first four natural frequencies and vibration mode shapes of the roof are identified on the basis of the field measurements using the stochastic subspace identification (SSI) method and comparisons with those calculated from the computational model of the roof are made. The damping ratios of the roof are also identified by the SSI method and compared with those estimated by the random decrement method, and the amplitude-dependent damping characteristics are presented and discussed. Furthermore, the field measurement results are compared with the wind tunnel test results to examine the accuracy of the model test results and the adequacy of the techniques used in wind tunnel tests.
机译:本文介绍了在2010年9月在台风梵纳省在中风梵尼通过的广州国际体育竞技场(GISA)的田间测量中获得的一些选定结果。风速,风向和加速度等的现场数据,在台风期间同时和不断记录。分析测量的加速度数据以获得有关动态特性和风力引起的大跨度屋顶结构的响应的信息。屋顶的前四个固有频率和振动模式是基于使用随机子空间识别(SSI)方法(SSI)方法的现场测量和与屋顶的计算模型计算的比较来识别。屋顶的阻尼比也通过SSI方法识别,并与随机减量方法估计的那些相比,并且呈现并讨论了幅度依赖性阻尼特性。此外,将场测量结果与风洞测试结果进行比较,以检查模型测试结果的准确性和风洞测试中使用的技术的充分性。

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