{"title":"Case Study of Analysis of Wind Load on U and V Shape High Rise Building: A Review","authors":"Ritik Chaudhary, Astha Verma","doi":"10.59256/ijsreat.20240401007","DOIUrl":null,"url":null,"abstract":"Conclusively, this case study provides an exhaustive and methodical investigation of wind load analysis on U and V-shaped high-rise structures, amalgamating conclusions from diverse scholars in the domain. The comprehensive examination and juxtaposition of current research techniques highlight the complex character of wind load assessment, utilizing a range of methods including wind tunnel testing, empirical observations, and Computational Fluid Dynamics (CFD) simulations. The research makes a substantial contribution to our comprehension of the complex relationships that exist between wind forces and the unique architectural arrangements of U and V shapes. By assimilating insights from numerous studies, the research successfully unveils commonalities, identifies divergences, and highlights emerging trends in the analysis of wind-induced effects on these high-rise structures. Professionals in high-rise building design, and architects and engineers. The goal of the research is to make a substantial contribution to the ongoing development of wind load analysis techniques.Understanding the building's response to wind rotation at different incident angles is a specific focus of this study. Validation against experimental data ensures the accuracy of CFD simulations, often involving model refinement based on real-world observations. Overall, this research contributes to a comprehensive understanding of building aerodynamics, offering insights into the intricate interplay between structures and wind forces. Keywords: High-rise building, ANSYS CFX, CFD, wind tunnel, pressure coefficient.","PeriodicalId":310227,"journal":{"name":"International Journal Of Scientific Research In Engineering & Technology","volume":"86 6","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-02-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal Of Scientific Research In Engineering & Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.59256/ijsreat.20240401007","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Conclusively, this case study provides an exhaustive and methodical investigation of wind load analysis on U and V-shaped high-rise structures, amalgamating conclusions from diverse scholars in the domain. The comprehensive examination and juxtaposition of current research techniques highlight the complex character of wind load assessment, utilizing a range of methods including wind tunnel testing, empirical observations, and Computational Fluid Dynamics (CFD) simulations. The research makes a substantial contribution to our comprehension of the complex relationships that exist between wind forces and the unique architectural arrangements of U and V shapes. By assimilating insights from numerous studies, the research successfully unveils commonalities, identifies divergences, and highlights emerging trends in the analysis of wind-induced effects on these high-rise structures. Professionals in high-rise building design, and architects and engineers. The goal of the research is to make a substantial contribution to the ongoing development of wind load analysis techniques.Understanding the building's response to wind rotation at different incident angles is a specific focus of this study. Validation against experimental data ensures the accuracy of CFD simulations, often involving model refinement based on real-world observations. Overall, this research contributes to a comprehensive understanding of building aerodynamics, offering insights into the intricate interplay between structures and wind forces. Keywords: High-rise building, ANSYS CFX, CFD, wind tunnel, pressure coefficient.
最后,本案例研究对 U 型和 V 型高层建筑结构的风荷载分析进行了详尽而有条理的研究,综合了该领域不同学者的结论。利用风洞试验、经验观察和计算流体动力学(CFD)模拟等一系列方法,对当前研究技术进行了全面检查和并列分析,突出了风荷载评估的复杂性。这项研究为我们理解风力与 U 型和 V 型独特建筑布局之间的复杂关系做出了重大贡献。通过吸收众多研究的见解,研究成功地揭示了这些高层建筑结构在风力效应分析方面的共性、差异,并突出了新的趋势。研究对象包括高层建筑设计专业人员、建筑师和工程师。本研究的目标是为风荷载分析技术的持续发展做出实质性贡献。了解建筑物在不同入射角度下对风旋转的响应是本研究的一个具体重点。根据实验数据进行验证可确保 CFD 模拟的准确性,这通常涉及根据实际观察结果对模型进行改进。总之,这项研究有助于全面了解建筑空气动力学,为结构与风力之间错综复杂的相互作用提供了见解。关键词高层建筑、ANSYS CFX、CFD、风洞、压力系数。