基于非线性相关的风荷载多元极值模型

NONLINEAR CORRELATION-BASED MODEL OF MULTIVARIATE EXTREME WIND LOADS

  • 摘要: 房屋表面风荷载往往存在较强的相关性,有研究表明该相关性会加剧房屋围护结构的风致破坏程度。然而,风洞试验结果通常为10~30分钟的短时数据,无法有效估计风荷载极值间的相关性,这为开展风荷载多元极值模型构建带来了困难。文章针对短时数据条件下的风荷载多元极值建模展开深入研究,引入肯达尔秩相关系数测算风荷载极值非线性相关,从而推导出不同时段下风荷载极值相关性的转换关系,提出了风荷载多元极值模型构建方法。研究表明:所提方法可以有效基于短时数据开展风荷载多元极值建模;通过将方法应用于房屋风致灾损评估,揭示出风荷载极值相关性会令房屋破坏程度更加离散且难确定;所提方法可以合理地考虑风荷载极值相关性,有助于房屋风致灾损评估。

     

    Abstract: Wind loads acting on building surfaces often show a strong correlation. Studies have indicated that this correlation can exacerbate the extent of wind-induced damage to building envelopes. However, wind tunnel tests typically last 10~30 minutes, provide short-duration data, poses challenges in modelling multivariate extreme wind loads that account for the effects of correlation. This paper delves into an in-depth investigation of multivariate extreme wind load modeling under conditions of short-duration data. By introducing Kendall's tau to assess the nonlinear correlation of extreme wind loads, the correlation conversion between extreme wind loads at different epochs is derived. Furthermore, a method for reconstructing the joint distribution of multivariate extreme wind loads is proposed. Results show that the method proposed enables the modelling of multivariate extreme wind loads from short-duration data. When applied to wind-induced damage assessment of buildings, it reveals that the correlation of extreme wind loads can lead to a more dispersed and uncertain determination of the extent of building damage. The method proposed provides a rational consideration of extreme wind load correlation, contributing to the assessment of wind-induced damage of buildings.

     

/

返回文章
返回