最大风压

年最大风压荷载概型分析

Analysis of the distributive type of probability of yearly maximumwind-pressure load

在《建筑结构设计统一标准》（GBJ68&84）给出的年最大风压分布模型的基础上，得出了高层建筑结构在两种实用计算模式下结构顶点位移的概率分布及其统计参数。

Based on the Unified Standard of Building Structure Design ( GBJ68 & 84 ), the probabilistic distribution and statistic parameters of the structural peak displacement are obtained by two practical calculation model .

由实验结果回归得到的并列布置时的侧立面最大平均风压干扰因子随并列间距比变化的关系式具有较高可信度。

A credible regression equation for two side by side arranged buildings to predict the maximum interference factor of the mean wind pressure on the lateral face is proposed .

铁路沿线50a、100a一遇的10min平均最大风速和风压都出现在安多地区。

Whereas , the maximum 10-min mean wind velocity and wind pressure with probabilities of 2 % and 1 % occur in Amdo County .