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具有独特外形、荣获１９９４～１９９５ 年度首都十佳建筑设计方案第一名的北京国际金融大厦风荷载风洞实验研究结果表明，由于该建筑独特的门廊型南北错落结构，其表面风荷载随风向角变化很大，这对今后同一类型的建筑设计从风荷载角度来考虑具有指导意义。笔者还结合北京地区特定的气象条件，参考国外文献，提出了较为合理和可靠的玻璃幕墙风荷载设计值
The wind tunnel experiment of Beijing International Finance Building, which has the unique shape and won the first place in the top ten architectural designs of the capital in 1994-1995, shows that due to the unique porch-type north-south patchy structure of the building, the surface wind load varies with the wind direction The angle varies greatly, which is of guiding significance for the same type of architectural design from the perspective of wind load in the future. The author also combined with the specific meteorological conditions in Beijing, with reference to foreign literature, proposed a more reasonable and reliable design value of wind load on glass curtain wall