土木工程 |
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大型低矮圆柱壳结构风荷载特性的风洞试验 |
赵阳1,2,林寅1,余世策1 |
1. 浙江大学 建筑工程学院,浙江 杭州 310058;2. 浙江省空间结构重点实验室,浙江 杭州 310058 |
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Wind-tunnel test of wind loads on large cylindrical structures with very low aspect ratio |
ZHAO Yang1,2,LIN Yin1,YU Shi-ce1 |
1. College of Civil Engineering and Architecture, Hangzhou 310058, China;
2. Zhejiang Provincial Key Laboratory of Space Structures, Hangzhou 310058, China |
[1] 李娟,王金玉,刘振华.钢制拱顶油罐结构风振响应数值模拟[J].山东大学学报:工学版,2008,38(S2):119127.
LI Juan, WANG Jin-yu, LIU Zhen-hua. Numerical simulation of wind-induced response on Steel the vaults tank structure [J]. Journal of Shandong University :Engineering Science, 2008, 38(S2): 119127.
[2] SOSA E M. Computational buckling analysis of cylindrical thin-walled aboveground tanks [D]. \[S.l.\]:University of Puerto Rico, Mayagüez Campus, 2005:45.
[3] GODOY L A. JACA R C. Wind buckling of metal tanks during their construction [J]. Thin-Walled Structures, 2010, 48(6): 453459.
[4] MAHER F J. Wind loads on dome-cylinders and dome-cone shapes [J]. Journal of the Structural Division, ASCE, 1966, 91(3): 7996.
[5] PURDY D M, MAHER P E, FREDERICK D. Model studies of wind loads on flat-top cylinders [J]. Journal of the Structural Division, ASCE, 1967, 93: 379395.
[6] MACDONALD P A, KWOK K C S, HOLMES J D. Wind loads on circular storage bins, silos and tanks: I. Point pressure measurements on isolated structures [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1988; 31(2/3): 165187.
[7] PORTELA G. Wind pressure and buckling of metal cantilever tanks [D]. \[S.l.\]:University of Puerto Rico, Mayagüez Campus, 2004:146183.
[8] 植松康,具忠謨. 円筒状構造物の風荷重に関する風洞実験 [J]. 日本風工学会論文集,2008,33(1): 1725.
UEMATSU Y, KOO C M. Wind-tunnel study of wind loads on circular cylindrical structures [J]. Journal of Wind Engineering, JAWE, 2008,33(1): 1725.
[9] 中国科学院力学研究所板壳组. 浮顶油罐的强度和稳定性的计算公式[J]. 力学与实践,1982,3(2):3640.
Plate and shell research group of Institute of Mechanics, Chinese Academy of Sciences. Strength and stability of tanks with floating roof [J]. Mechanics in Engineering, 1982,3(2): 3640.
[10] Standard of Japan. Recommendations for loads on buildings [S]. Tokyo: Architectural Institute of Japan, 2006.
[11] 操金鑫,赵林,葛耀君,等. 双曲线圆截面建筑结构雷诺数效应模拟实践[J]. 实验流体力学,2009,23(4): 4655.
CAO Jin-xin, ZHAO Lin, GE Yao-jun, et al. Practices on simulation of Reynolds number effects for the hyperbolic circular section structures[J]. Journal of Experiments in Fluid Mechanics, 2009,23(4):4655.
[12] 李会知,樊友景,吴义章,等. 不同粗糙表面的圆柱风压分布试验研究[J]. 工程力学,2002,19(2):129132.
LI Hui-zhi, FAN You-jing, WU Yi-zhang, et al. Wind tunnel test of pressure distribution on cylinders with various surface roughness [J].Engineering Mechanics, 2002,19(2):129132.
[13] CHEUNG J C K.ELBOURNE W H. Turbulence effects on some aerodynamic parameters of a circular cylinder at supercritical Reynolds numbers [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1983,14(1/3):399410.
[14] GB50009-2012. 建筑结构荷载规范 [S]. 北京:中国建筑工业出版社,2012.
GB50009-2012. Load code for the design of building structures [S]. Beijing: China Architecture and Building Press, 2012.
[15] 鲍侃袁. 大型双曲冷却塔的风荷载和风致响应理论分析与试验研究[D]. 杭州:浙江大学,2009.
BAO Kan-yuen. Theoretical and experimental research on wind load and wind induced response of large hyperbolic cooling towers [D]. Hangzhou: Zhejiang University, 2009.
[16] 鲍侃袁,沈国辉,孙炳楠. 大型双曲冷却塔平均风荷载的数值模拟研究[J]. 空气动力学学报,2009, 27(6):650655.
BAO Kan-yuan, SHEN Guo-hui, SUN Bing-nan. Numerical simulation of mean wind load on large hyperbolic cooling tower [J]. ACAC Aerodynamic sinica, 2009, 27(6):650655.
[17] 何选森. 随机过程[M].北京:人民邮电出版社,2009:2021.
[18] 陆志良. 空气动力学[M]. 北京:北京航天航空大学出版社,2009.
[19] 孙瑛,武岳,林志兴,等. 大跨屋盖结构风压脉动的非高斯特性[J]. 土木工程学报,2007,40(4):15
SUN Ying, WU Yue, LIN Zhi-xing, et al. Non-Gaussian features of fluctuating wind pressures on long span roofs [J]. China Civil Engineering Journal, 2007,40(4):15.
[20] 林巍,楼文娟,申屠团兵,等. 高层建筑脉动风压的非高斯峰值因子方法[J]. 浙江大学学报:工学版,2012,46(4):691697.
LIN Wei, LOU Wen-juan, SHENTU Tuan-bin. Peak factor of non-Gaussian pressure process on complex super-tall building [J]. Journal of Zhejiang University :Engineering, 2012, 46(4): 691697. |
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