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预张力膜片风振反应的试验研究 被引量:4

Wind-Induced Dynamic Response Tests of Tensile Membrane Sheets
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摘要 针对张拉膜片在确定的预应力水平下的风振反应来考察它的模态和风振特性,采用膜面预应力检测仪测量了试验中膜片的预应力水平。膜结构的振动形式经常是以高阶振型为主,基频随预应力水平的增大而增大。预应力水平越高,各阶模态对应的阻尼比相差越小;反之,气动阻尼越集中在低阶模态。与风速和预应力水平相比,膜面倾角对膜面位移风振系数的影响更为显著,并对不同倾角的膜面位移风振系数提出了建议值。部分工况下膜片出现颤振,膜面倾角和较低的预应力水平是诱发颤振的主要因素。 In this paper,the modal performance and wind-induced dynamic performance of tensile membrane sheets under assured prestress level were investigated with wind tunnel tests.Membrane prestress measuring instrument was used to measure the prestress.High vibration modes were always observed.Fundamental frequency increased with the prestress.Difference of damping ratio for different modes decreased with the prestress.Whereas,the aerodynamic damping concentrated on low modes with low prestress.Compared with the wind velocity and the prestress,the membrane angle had a marked influence on the wind-induced dynamic factor of the membrane displacement. The factors for different membrane angle are proposed.In some cases,flutter phenomena were observed.The low prestress and certain membrane angle were main reason.
出处 《振动.测试与诊断》 EI CSCD 2007年第1期71-76,共6页 Journal of Vibration,Measurement & Diagnosis
关键词 膜结构 风振反应 风洞试验 模态特性 membrane structures wind-induced dynamic behaviors wind tunnel tests modal performance
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  • 1向阳,沈世钊,赵臣.张拉式薄膜结构的弹性模型风洞实验研究[J].空间结构,1998,4(3):31-36. 被引量:11
  • 2邢景棠,周盛,崔尔杰.流固耦合力学概述[J].力学进展,1997,27(1):19-38. 被引量:238
  • 3张雄,陆明万,王建军.任意拉格朗日-欧拉描述法研究进展[J].计算力学学报,1997,14(1):91-102. 被引量:104
  • 4赵臣.大跨悬索屋盖结构风激动力性能[M].哈尔滨:哈尔滨建筑工程学院建筑工程系,1991..
  • 5杨庆山.悬索体系随机风振响应分析及抗风设计[M].哈尔滨:哈尔滨建筑大学建筑工程学院,1995..
  • 6[1]P C Case,N Isyumov.Wind loads on low buildings with 4:12 gable roofs in open country and suburban exposures[J].Journal of Wind Engineering and Industrial Aerodynamics,1998,77-78:107-118.
  • 7[2]Y L Xu and G F Reardon.Variations of wind pressure on hip roofs with roofpitch[J].Journal of Wind Engineering and Industrial Aerodynamics,1998,73:267-284.
  • 8[3]A Kareem,P C Lu.Pressure fluctuations on flat roofs with parapets[J].Journal of Wind Engineering and Industrial Aerodynamics,1992,41-44:1775-1786.
  • 9[4]J Marighetti,A Wittwer,M D Bortoli,B Natalini,M Paluch,M Natalini.Fluctuating and mean pressure measurements on a stadium covering in wind tunnel[J].Journal of Wind Engineering and Industrial Aerodynamics,2000,84:321-328.
  • 10[5]S Kawamura,T Kiuchi.Proposed design mehod for high rise pneumatic structures:cylindrical type and spherical type shell and spatial engineering[M].Pentech Press,1984.

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