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Wind-excited stochastic vibration of long-span bridge considering wind field parameters during typhoon landfall

机译:台风登陆过程中考虑风场参数的大跨度桥梁风激励随机振动

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With the assistance of typhoon field data at aerial elevation level observed by meteorological satellites and wind velocity and direction records nearby the ground gathered in Guangzhou Weather Station between 1985 and 2001, some key wind field parameters under typhoon climate in Guangzhou region were calibrated based on Monte-Carlo stochastic algorithm and Meng's typhoon numerical model. By using Peak Over Threshold method (POT) and Generalized Pareto Distribution (GPD), Wind field characteristics during typhoons for various return periods in several typical engineering fields were predicted, showing that some distribution rules in relation to gradient height of atmosphere boundary layer, power-law component of wind profile, gust factor and extreme wind velocity at 1-3s time interval are obviously different from corresponding items in Chinese wind load Codes. In order to evaluate the influence of typhoon field parameters on long-span flexible bridges, 1:100 reduced-scale wind field of type B terrain was re-illustrated under typhoon and normal conditions utilizing passive turbulence generators in TJ-3 wind tunnel, and wind-induced performance tests of aero-elastic model of long-span Guangzhou Xinguang arch bridge were carried out as well. Furthermore, aerodynamic admittance function about lattice cross section in mid-span arch lib under the condition of higher turbulence intensity of typhoon field was identified via using high-frequency force-measured balance. Based on identified aerodynamic admittance expressions, Wind-induced stochastic vibration of Xinguang arch bridge under typhoon and normal climates was calculated and compared, considering structural geometrical non-linearity, stochastic wind attack angle effects, etc. Thus, the aerodynamic response characteristics under typhoon and normal conditions can be illustrated and checked, which are of satisfactory response results for different oncoming wind velocities with resemblance to those wind tunnel testing data under the two types of climate modes.
机译:借助气象卫星观测的高空台风场数据以及1985年至2001年广州气象站附近地面聚集的风速和风向记录,基于蒙特卡罗方法对广州地区台风气候下的一些关键风场参数进行了校准。 -Carlo随机算法和Meng的台风数值模型。利用峰值阈值法(POT)和广义帕累托分布(GPD),预测了几个典型工程领域中不同回风期台风期间的风场特征,表明了一些与大气边界层梯度高度,功率有关的分布规律。 1-3s时间间隔的风廓线律分量,阵风因子和极端风速与中国风荷载规范中的相应项明显不同。为了评估台风场参数对大跨度柔性桥梁的影响,在台风和正常条件下,利用TJ-3风洞中的被动湍流发生器,重新绘制了B型地形的1:100缩小比例风场,并且进行了广州大跨度新光拱桥气动弹性模型的风致性能试验。此外,利用高频测力天平,确定了在台风场湍流强度较高的条件下,中跨拱库中晶格截面的空气导纳函数。根据确定的气动导纳表达式,计算并比较了台风和正常气候下新光拱桥的风致随机振动,并考虑了结构几何非线性,随机风攻角效应等。可以说明和检查正常条件,这些条件对于不同的来袭风速具有令人满意的响应结果,类似于两种气候模式下的风洞测试数据。

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