不规则平面建筑周围的风压和风速分布

Tuğba İnan Günaydın
{"title":"不规则平面建筑周围的风压和风速分布","authors":"Tuğba İnan Günaydın","doi":"10.3311/ppar.18937","DOIUrl":null,"url":null,"abstract":"Wind is a significant architectural design parameter to be considered during the initial phase of the design stage. However, there are very few studies on the wind behaviour of buildings in the architectural field. Understanding the behaviour of buildings under wind loads is significant to developing solutions at every stage of the design phase. This study presents the numerical examination of wind pressure distributions on U-plan-shaped buildings with four different depth ratios of 0.5, 1, 2, and 4 over a wind incidence angle of 0°. Models were examined with 2 and 5 m/s wind velocity values. This study aims to examine the effect of depth ratios and wind velocity values on an irregular building. Wind pressure distributions around models, wind velocity distributions, wind flows and streamlines have been comprehensively evaluated. As a result of the studies, it has been observed that according to the wind pressure distributions around building models, when the U1, U2 and, U7, U8 models are compared, it can be seen that the negative pressure difference decreases slightly as the depth ratio decreases. Furthermore, as the wind velocity increased, the negative pressure difference decreased. It was observed that there was no significant difference in terms of positive pressure values. Moreover, it was observed that from the height level of H/3 to 2H/3, the vortex region decreases. This vortex area is more significant in the U7 model, which has a depth ratio of 0.5. The vortex area increases as the depth ratio decreases.","PeriodicalId":33684,"journal":{"name":"Periodica Polytechnica Architecture","volume":"27 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2022-07-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Wind Pressure and Velocity Distributions around an Irregular Plan-shaped Building\",\"authors\":\"Tuğba İnan Günaydın\",\"doi\":\"10.3311/ppar.18937\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Wind is a significant architectural design parameter to be considered during the initial phase of the design stage. However, there are very few studies on the wind behaviour of buildings in the architectural field. Understanding the behaviour of buildings under wind loads is significant to developing solutions at every stage of the design phase. This study presents the numerical examination of wind pressure distributions on U-plan-shaped buildings with four different depth ratios of 0.5, 1, 2, and 4 over a wind incidence angle of 0°. Models were examined with 2 and 5 m/s wind velocity values. This study aims to examine the effect of depth ratios and wind velocity values on an irregular building. Wind pressure distributions around models, wind velocity distributions, wind flows and streamlines have been comprehensively evaluated. As a result of the studies, it has been observed that according to the wind pressure distributions around building models, when the U1, U2 and, U7, U8 models are compared, it can be seen that the negative pressure difference decreases slightly as the depth ratio decreases. Furthermore, as the wind velocity increased, the negative pressure difference decreased. It was observed that there was no significant difference in terms of positive pressure values. Moreover, it was observed that from the height level of H/3 to 2H/3, the vortex region decreases. This vortex area is more significant in the U7 model, which has a depth ratio of 0.5. The vortex area increases as the depth ratio decreases.\",\"PeriodicalId\":33684,\"journal\":{\"name\":\"Periodica Polytechnica Architecture\",\"volume\":\"27 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-07-25\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Periodica Polytechnica Architecture\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.3311/ppar.18937\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Periodica Polytechnica Architecture","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.3311/ppar.18937","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

风是设计初期需要考虑的一个重要的建筑设计参数。然而,在建筑界对建筑的风行为研究很少。了解建筑在风荷载作用下的行为对于在设计阶段的每个阶段制定解决方案都是非常重要的。本文对迎风角度为0°时,深度比为0.5、1、2和4的u形建筑的风压分布进行了数值研究。用2和5 m/s风速值对模型进行了检验。本研究旨在探讨深度比和风速值对不规则建筑的影响。模型周围的风压分布、风速分布、气流和流线进行了综合评价。研究结果表明,根据建筑模型周围的风压分布,对比U1、U2和U7、U8模型,可以看出,随着深度比的减小,负压差略有减小。随着风速的增大,负压差减小。观察到,在正压值方面没有显著差异。此外,从H/3高度到2H/3高度,旋涡区域逐渐减小。该涡区在深度比为0.5的U7模型中更为显著。旋涡面积随着深度比的减小而增大。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Wind Pressure and Velocity Distributions around an Irregular Plan-shaped Building
Wind is a significant architectural design parameter to be considered during the initial phase of the design stage. However, there are very few studies on the wind behaviour of buildings in the architectural field. Understanding the behaviour of buildings under wind loads is significant to developing solutions at every stage of the design phase. This study presents the numerical examination of wind pressure distributions on U-plan-shaped buildings with four different depth ratios of 0.5, 1, 2, and 4 over a wind incidence angle of 0°. Models were examined with 2 and 5 m/s wind velocity values. This study aims to examine the effect of depth ratios and wind velocity values on an irregular building. Wind pressure distributions around models, wind velocity distributions, wind flows and streamlines have been comprehensively evaluated. As a result of the studies, it has been observed that according to the wind pressure distributions around building models, when the U1, U2 and, U7, U8 models are compared, it can be seen that the negative pressure difference decreases slightly as the depth ratio decreases. Furthermore, as the wind velocity increased, the negative pressure difference decreased. It was observed that there was no significant difference in terms of positive pressure values. Moreover, it was observed that from the height level of H/3 to 2H/3, the vortex region decreases. This vortex area is more significant in the U7 model, which has a depth ratio of 0.5. The vortex area increases as the depth ratio decreases.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
审稿时长
12 weeks
期刊最新文献
The Urban Morphology of Edirne Imperial Past, Neoliberal Present, Dependent Future: A Political-Economic Approach to Urban Development of Bursa Bibliometric Analysis of Key Issues and Objectives in Environmental, Economic, and Social Sustainable Project Management The Urban Walking Tour as an Experience-based Methodology for Built Environment Education in Budapest Determining the Criteria Related to the Preference of Contemporary Mosques by the Analytic Hierarchy Process (AHP) Method within the Context of User-centered Design
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1