Influence of turbulence intensity on wind effects toward a high-rise building with curved cross-section at coastal area

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Journal of Wind Engineering and Industrial Aerodynamics Pub Date : 2024-08-03 DOI:10.1016/j.jweia.2024.105835
Y.J. Liu, Y.C. He, Y.H. He, Y.H. Liu, J.Y. Fu
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Abstract

Although the important role of turbulence intensity (Ti) in wind-induced effects on many civil structures have long been acknowledged, there is a lack of concerns with the Ti influence on high-rise buildings at coastal areas especially under typhoon dominated conditions. Existing results suggest that typhoon wind turbulence may differ from that of conventional wind (e.g., strong monsoon), owing to the existence of complex small-scale eddies/vortexes. Meanwhile, due to the effects of air-sea interaction, marine roughness tends to vary with the strength of upwind wind, and the onshore wind at coastal areas may not be modeled via a single type, e.g., following the way as stipulated in many wind load codes/standards. To this end, this article investigates the Ti-dependence of wind effects toward a super-tall building with curved cross section at a typhoon-prone coastal area, based on combined usage of wind tunnel tests and field measurements. The dependence of Strouhal number, wind pressure, layer force, structural response and equivalent static wind load on Ti in the range from 2.5% to 31.0% is analyzed and further compared with those for circular and square cylinders. The results show that Ti has a significant impact on the wind-induced effects on structures. As Ti increases, the mean and fluctuating pressures on wind structure surfaces keep rising. The frequency of vortex shedding increases with Ti by changing the vortex generation state at shear layer in the wake region. In addition, the global geometric characteristics of cross-section and its local details, especially the location of blunt edges which might lead to flow separation, may play an important role in the effect of Ti on fluid structures around the building. These factors above collectively result in significantly growing fluctuating values of wind loads on the structure as Ti increases. Overall, the structural response of this building gradually increases with the enhance of Ti, although the mean value of layer load may decrease with that.

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湍流强度对沿海地区带曲线截面高层建筑风效应的影响
尽管人们早已认识到湍流强度()在风引起的对许多民用建筑的影响中的重要作 用,但对沿海地区高层建筑的影响,特别是在台风主导条件下的影响还缺乏关注。现有研究结果表明,台风湍流可能不同于常规风(如强季风),原因是存在复杂的小尺度漩涡。同时,由于海气相互作用的影响,海洋粗糙度往往随上风强度的变化而变化,沿海地区的陆上风可能无法按照许多风载荷规范/标准规定的方式等单一类型建模。为此,本文在风洞试验和实地测量相结合的基础上,研究了在台风多发的沿海地区,风对具有弯曲截面的超高层建筑影响的依赖性。在 2.5% 至 31.0% 的范围内,分析了斯特劳哈尔数、风压、层力、结构响应和等效静态风荷载的相关性,并进一步与圆形和方形圆柱体的相关性进行了比较。结果表明,风对结构的影响很大。随着压力的增加,风结构表面的平均压力和波动压力不断上升。涡流脱落的频率会随着尾流区剪切层涡流生成状态的改变而增加。此外,横截面的整体几何特征及其局部细节,尤其是可能导致气流分离的钝边位置,可能对建筑物周围流体结构的影响起到重要作用。上述因素共同导致结构上的风荷载波动值随着风荷载的增大而明显增大。总体而言,尽管层荷载的平均值可能会随之减小,但该建筑的结构响应会随着风荷载的增大而逐渐增大。
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来源期刊
CiteScore
8.90
自引率
22.90%
发文量
306
审稿时长
4.4 months
期刊介绍: The objective of the journal is to provide a means for the publication and interchange of information, on an international basis, on all those aspects of wind engineering that are included in the activities of the International Association for Wind Engineering http://www.iawe.org/. These are: social and economic impact of wind effects; wind characteristics and structure, local wind environments, wind loads and structural response, diffusion, pollutant dispersion and matter transport, wind effects on building heat loss and ventilation, wind effects on transport systems, aerodynamic aspects of wind energy generation, and codification of wind effects. Papers on these subjects describing full-scale measurements, wind-tunnel simulation studies, computational or theoretical methods are published, as well as papers dealing with the development of techniques and apparatus for wind engineering experiments.
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