{"title":"Influence of turbulence intensity on wind effects toward a high-rise building with curved cross-section at coastal area","authors":"Y.J. Liu, Y.C. He, Y.H. He, Y.H. Liu, J.Y. Fu","doi":"10.1016/j.jweia.2024.105835","DOIUrl":null,"url":null,"abstract":"<div><p>Although the important role of turbulence intensity (<em>Ti</em>) in wind-induced effects on many civil structures have long been acknowledged, there is a lack of concerns with the <em>Ti</em> 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 <em>Ti</em>-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 <em>Ti</em> 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 <em>Ti</em> has a significant impact on the wind-induced effects on structures. As <em>Ti</em> increases, the mean and fluctuating pressures on wind structure surfaces keep rising. The frequency of vortex shedding increases with <em>Ti</em> 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 <em>Ti</em> on fluid structures around the building. These factors above collectively result in significantly growing fluctuating values of wind loads on the structure as <em>Ti</em> increases. Overall, the structural response of this building gradually increases with the enhance of <em>Ti</em>, although the mean value of layer load may decrease with that.</p></div>","PeriodicalId":54752,"journal":{"name":"Journal of Wind Engineering and Industrial Aerodynamics","volume":"253 ","pages":"Article 105835"},"PeriodicalIF":4.2000,"publicationDate":"2024-08-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Wind Engineering and Industrial Aerodynamics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0167610524001983","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
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.
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.