基于网函数插值理论的结构表面风压预测

影响结构表面风荷载分布特性的因素很复杂,且具有不确定性,仅靠风洞试验难以完整地获得和描述其风荷载分布特性。因此,探讨了基于网函数插值理论的结构表面风压分布预测。首先,介绍了一种可多方向拟合一次误差调整的网函数插值法,并基于网函数插值技术对于多个传感器所获得的数据进行数据融合,提出了结构表面风压分布预测方法,然后用风洞试验数据进行了验证。实例验证结果表明:网函数插值法可以根据布置在结构物表面的测点网,快速计算出相邻位置的表面风压值,这是作为数据融合手段预测结构表面风压分布特性的一个有效途径,且该方法稳定性好,简单实用,精度较高,可被应用于风洞试验中减少测点数量和扩充复杂建筑表面风压分布数据等。

Field measurement of wind-induced stress on glass facade of a coastal high-rise building

The glass facade of high-rise building in coastal areas is vulnerable under typhoon.The research works in the literature on facade's wind-resistance performance,however,have some limitations to apply to this issue.During typhoon landing,the whole facade will vibrate and deform due to the change of atmosphere,temperature and impacted torrential rain,to result in a quite different strain or stress distribution in the glass facade from those in model test and wind tunnel test.In this paper,the field measurement on glass facade of a coastal high-rise building in Xiamen was performed,the wind pressure on the glass facade was measured and a large number of windinduced stress data were obtained during typhoon landing.The relationship between wind pressure and stress or strain of the glass panel was analyzed and the situation of stress distribution was summarized.