两串列方形高层建筑局部风压干扰特性分析

对2个完全相同的串列方形高层建筑模型进行了受扰建筑风压测量的风洞试验。根据试验结果，分析了施扰模型相对位置和高度变化对受扰模型局部风压的影响。结果显示，高度比固定，迎风面平均风压在间距比小于3时为负压。大于3时为正压，侧风和背风面平均负风压及各个面脉动风压均在间距比等于3时取得最大值。高度比变化，间距比小于3时，迎风面平均负风压随高度比的增大而增大，侧风和背风面则均在等高时取得最小值，和平均风压不同，迎风、侧风面脉动风压均在等高时取得最大值，背风面在等高时取得最小值；当间距比大于3时，平均风压在各个面上均随高度比的增大而减小，脉动风压在迎风和侧风面随高度比的增大而增大，背风面则在等高时取得最小值。

Characteristics of Interference Effects on Local Pressure of Two Square Tall Buildings in Tandem Arrangement

Wind tunnel tests were carried out to study the wind pressure on principal square building adjacent to another one in tandem. The interference effects on local pressure of the principal building were analyzed with different positions and heights of interfering building. It is shown that as height ratio is fixed, mean pressures on windward face are suctions when spacing ratio is less than 3, otherwise they are positive. The magnitudes of mean suctions on the side and leeward faces and fluctuating pressures on each face all get their maximums when spacing ratio is 3. As height ratios change, the magnitudes of mean suction on windward face increase with height ratio, meanwhile, the magnitudes on other faces obtain their minimums as the height ratio is 1.0 and the spacing ratio is less than 3. The fluctuating pressures on the windward and side faces get their maximums and that on the leeward face reaches its minimum as the height ratio is 1. 0. When the spacing ratio is greater than 3, mean pressures on each face decrease, while fluctuating pressures on the windward and side faces increase as the height ratio increases, and the fluctuating pressures on the leeward face get the minimum when the height ratio is 1.0.