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WIND LOAD ESTIMATION FOR A PRACTICAL TALL BUILDING CONSIDERING TOPOGRAPHICAL EFFECT

机译:考虑地形效应的实用高层建筑风力负荷估计

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In this paper, according to the relative provisions of several important load codes/specifications in the world, estimation of the speed-up ratios of wind speed or wind pressure profile considering topographical effect has been discussed based on a practical important tall building being built on an island, and the effect of topography on the gust factor of wind speed has also been analyzed according to the related provisions of the new load code in Japan. Then, with an escarpment model and a ridge model, topographical effects on the estimated wind load for designing the main structural system and the maintenance components of this practical project were analyzed, respectively. Based on these investigations, the difference of the estimated values of the speed-up ratios due to topographical effect among these codes/specifications, including china load code, is presented, and the tendency in current revision of the corresponding provisions is discussed. The results can offer a convincible reference to wind load analysis in wind-resistant design for the practical tall building, as well as of other similar projects in the future.
机译:在本文中,根据世界上几个重要的重载码/规格的相对规定,根据建立的实际重要的高层建筑,探讨了考虑地形效果的风速或风力曲线的加速比的估计根据日本新载荷码的相关规定,也分析了一个岛屿,以及地形对风速阵风因子的影响。然后,分别分别对岩体模型和脊模型,分别分别对设计主结构系统的估计风力载荷和该实际项目的维护组件的地形效应。基于这些调查,提出了由于这些代码/规格包括中国负载代码的地形效应导致的加速比率的估计值的差异,并讨论了当前修订相应规定的趋势。结果可以对实际高层建筑的防风设计中的风力荷载分析以及未来其他类似项目提供令人信服的参考。

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