聯(lián)體型雙塔建筑靜力風(fēng)荷載的數(shù)值模擬
鄭朝榮,張耀春
- 摘 要
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(哈爾濱工業(yè)大學(xué)土木工程學(xué)院,哈爾濱 150090)[摘要]基于Fluent軟件,采用雷諾應(yīng)力模型RSM對(duì)六種不同體型的聯(lián)體型雙塔建筑物的靜力風(fēng)荷載進(jìn)行了數(shù)值計(jì)算。研究了不同體型雙塔間的靜力干擾效應(yīng),順、橫風(fēng)向和扭轉(zhuǎn)方向的無(wú)量綱荷載系數(shù)等問(wèn)題。分析表明,當(dāng)風(fēng)向角為0°且間距較近時(shí),下游建筑位于上游建筑的尾流邊界內(nèi),抑制了上游建筑尾流的發(fā)展,因此上游建筑的平均風(fēng)荷載較單體時(shí)有所減小,而下游建筑的“遮擋效應(yīng)”則非常顯著。由于角部的處理,延緩了上游建筑氣流的分離和再附,上游建筑的平均彎矩干擾因子IFm均小于尖角模型的相應(yīng)值,而下游建筑的IFm均大于尖角模型的相應(yīng)值。[關(guān)鍵詞]數(shù)值模擬;靜力風(fēng)荷載;聯(lián)體型雙塔建筑;靜力干擾效應(yīng)Numerical investigation of static wind loads on bridge jointed twin-towered buildingsZheng Chaorong, Zhang Yaochun(School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China)Abstract:The static wind loads on six different shapes of bridge jointed twin-towered buildings are numerical computed based upon the fluid analysis software-Fluent, in which Reynolds stress equation mode has been used. In the case of different shapes, some problems related to the bridge jointed twin-towered buildings are investigated, such as the mean interference effects between the twin towers, along-wind load, across-wind load and wind-induced torsion moment of the conjoined buildings and etc. The results indicate that, for the tandem arrangement with small spacing under the wind direction of 0°, the mean wind load of the upstream building can be decreased because the downstream building has suppressed the development of wakes caused by the vortexshedding of the upstream building, and the “shielding effects” of the interfered building is very significant. Moreover, the separation and reattachment of the upstream buildings are delayed because of the treatment of the buildings-corners, so the interference factors for mean base moment (IFm) of the upstream buildings whose corners are shaved off or concaved are less than those buildings with sharp corners, however, the case is contrary to the IFm of the downstream buildings.Keywords:numerical simulation; static wind loads; bridge jointed twin-towered buildings; mean interference effects*國(guó)家自然科學(xué)基金重大項(xiàng)目(59895410)。作者簡(jiǎn)介:鄭朝榮,博士研究生,Email:flyfluid@163.com。參考文獻(xiàn)[1]SUMMERS DM, HANSON T, WILSON CB. Random vortex simulate on of wind-flow over a building[J]. International Journal for Numerical Methods in Fluids, 1985(5): 849-871.[2]STATHOPOULOS T. Computational wind engineering: past achievement and future challenges[J]. J of Wind Eng & Ind Aerodyn, 1997,(67&68): 509-532.[3]陳水福,孫炳楠. 聯(lián)體型高層建筑表面風(fēng)壓的數(shù)值模擬及試驗(yàn)研究[J]. 空氣動(dòng)力學(xué)學(xué)報(bào),1998,16(2):181-186.[4]鄭朝榮. 高層建筑靜力風(fēng)荷載若干問(wèn)題的數(shù)值模擬研究[D]. 哈爾濱:哈爾濱工業(yè)大學(xué), 2005.[5]張耀春,秦云,王春剛.洞口設(shè)置對(duì)高層建筑靜力風(fēng)荷載的影響研究[J]. 建筑結(jié)構(gòu)學(xué)報(bào),2004,25(4):112-118.[6]VERSTEEG HK, MALALASEKERA W. An introduction to computational fluid dynamics: The finite volume method[M]. London: Longman Group Ltd, 1995.[7]王福軍. 計(jì)算流體動(dòng)力學(xué)分析——CFD軟件原理與應(yīng)用[M]. 北京:清華大學(xué)出版社,2004.[8]黃鵬. 高層建筑風(fēng)致干擾效應(yīng)研究[D]. 上海:同濟(jì)大學(xué),2001.
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