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Article: Wind tunnel test and CFD numerical simulation of wind-induced loads on gymnasium roof of Daqing petroleum institute

TitleWind tunnel test and CFD numerical simulation of wind-induced loads on gymnasium roof of Daqing petroleum institute
Authors
KeywordsMean Pressure Coefficient
Numerical Simulation
Wind Tunnel Test
Wind-Induced Loads On The Long-Span Roof
Issue Date2006
Citation
Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science), 2006, v. 22 n. 3, p. 357-361 How to Cite?
AbstractWind tunnel test and CFD numerical simulation of wind-induced loads have been performed on gymnasium roof of Daqing Petroleum Institute. Mean pressure coefficient on the roof is gained in the experiment, which can be referred to during wind-resistant design of the structure. The most unfavorable wind direction and block shape coefficient are determined by analyzing the behavior of wind pressure on the roof. Meanwhile, the wind load distribution on the roof is numerically simulated with Reynolds Stress Model (RSM) based upon Fluent6.1 soft platform. The influence of computing caused by some parameters is discussed. Compared with the wind tunnel test, the computational results have good agreement with experimental data. It indicates that the numerical simulation technique can predict the mean wind pressure distribution on the long-span roof for practical purpose.
Persistent Identifierhttp://hdl.handle.net/10722/90989
ISSN
2015 SCImago Journal Rankings: 0.209

 

DC FieldValueLanguage
dc.contributor.authorLin, Ben_HK
dc.contributor.authorSun, X-Yen_HK
dc.contributor.authorWu, Yen_HK
dc.contributor.authorShen, S-Zen_HK
dc.date.accessioned2010-09-17T10:11:23Z-
dc.date.available2010-09-17T10:11:23Z-
dc.date.issued2006en_HK
dc.identifier.citationShenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science), 2006, v. 22 n. 3, p. 357-361en_HK
dc.identifier.issn1671-2021en_HK
dc.identifier.urihttp://hdl.handle.net/10722/90989-
dc.description.abstractWind tunnel test and CFD numerical simulation of wind-induced loads have been performed on gymnasium roof of Daqing Petroleum Institute. Mean pressure coefficient on the roof is gained in the experiment, which can be referred to during wind-resistant design of the structure. The most unfavorable wind direction and block shape coefficient are determined by analyzing the behavior of wind pressure on the roof. Meanwhile, the wind load distribution on the roof is numerically simulated with Reynolds Stress Model (RSM) based upon Fluent6.1 soft platform. The influence of computing caused by some parameters is discussed. Compared with the wind tunnel test, the computational results have good agreement with experimental data. It indicates that the numerical simulation technique can predict the mean wind pressure distribution on the long-span roof for practical purpose.en_HK
dc.languageengen_HK
dc.relation.ispartofShenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science)en_HK
dc.subjectMean Pressure Coefficienten_HK
dc.subjectNumerical Simulationen_HK
dc.subjectWind Tunnel Testen_HK
dc.subjectWind-Induced Loads On The Long-Span Roofen_HK
dc.titleWind tunnel test and CFD numerical simulation of wind-induced loads on gymnasium roof of Daqing petroleum instituteen_HK
dc.typeArticleen_HK
dc.identifier.emailLin, B:blin@hku.hken_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-33747380556en_HK
dc.identifier.volume22en_HK
dc.identifier.issue3en_HK
dc.identifier.spage357en_HK
dc.identifier.epage361en_HK

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