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WIND LOAD ESTIMATION FOR A PRACTICAL TALL BUILDING CONSIDERING TOPOGRAPHICAL EFFECT

机译:考虑地形影响的实用高层建筑的风荷载估计

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摘要

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:本文根据世界上几个重要荷载规范的相对规定,结合实际的重要高层建筑,讨论了考虑地形影响的风速或风压曲线的加速比估算。根据日本新负荷规范的相关规定,分析了地形对岛屿风速影响的影响。然后,利用悬崖模型和山脊模型,分别分析了地形对估计风荷载的影响,以设计该实际项目的主要结构系统和维护组件。在这些调查的基础上,介绍了这些规范/规范(包括中国负荷规范)中由于地形效应而导致的提速比估算值的差异,并讨论了当前修订相应规定的趋势。该结果可为实际高层建筑以及未来其他类似项目的抗风设计中的风荷载分析提供有说服力的参考。

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