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U形峡谷桥址区风特性实测研究 被引量:2

Study of Wind Environment Characteristics for Bridge across U-type Canyon
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摘要 山区桥梁桥址区风场特性相比平原地区更加复杂,具有强烈的地形效应。针对某U形峡谷中三塔斜拉桥的中塔建立了高度方向的多个测点,测得了不同高度处的风速时程,通过统计分析得到桥位的平均风参数和脉动风参数及其统计规律。分析结果表明,该峡谷桥址区的平均风速剖面受地形影响大而且形式复杂,风攻角比规范推荐值大,顺、横、竖风向的湍流度比值与规范值的差异明显,湍流积分尺度、脉动风功率谱与规范相比也有所区别。 The wind field characteristics of bridge sites in mountainous areas are more complex than those in plain areas,which is strongly affected by the geography.In the paper several measuring points at different heights of the middle tower of a cable-stayed bridge with tree towers are established,and the wind speed time series are obtained,then the mean wind characteristics and fluctuating wind characteristics of the wind field are studied.The results show that the mean wind profile curve is more complicated because of the terrain,the wind attack angle is larger than the recommended values in the Chinese specification,the ratio of turbulence intensity among the downwind,crosswind and vertical direction of wind,turbulence integral scale and the turbulence wind speed power spectrums of the mountain bridge site are also very different from those in the Chinese specification.
作者 马如进 范爱华 徐向东 杜镔 MA Ru-jin;FAN Ai-hua;XU Xiang-dong;DU Bin(Tongji University,Shanghai 200092,China;Guizhou Transportation Planning Survey&Design Academe Co.Ltd.,Guiyang 550081,China)
出处 《公路》 北大核心 2021年第9期168-174,共7页 Highway
基金 黔科合重大专项,项目编号20163013。
关键词 桥梁工程 U形峡谷 现场实测 风特性 平均风速剖面 湍流度 脉动风功率谱研究 bridge engineering U-type canyon field measurement wind field characteristics mean wind profile curve turbulence intensity fluctuating wind spectrums
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  • 1陈红岩,胡非,曾庆存.处理时间序列提高计算湍流通量的精度[J].气候与环境研究,2000,5(3):304-311. 被引量:25
  • 2庞加斌,宋丽莉,林志兴,植石群.风的湍流特性两种分析方法的比较及其应用[J].同济大学学报(自然科学版),2006,34(1):27-32. 被引量:13
  • 3宋丽莉,毛慧琴,黄浩辉,刘锦銮,植石群,刘爱君.登陆台风近地层湍流特征观测分析[J].气象学报,2005,63(6):915-921. 被引量:52
  • 4RAUPACH M R,FINNINGAN J J. The Influence of Topography on Meteorological Variables and Surface- atmosphere Interactions[J]. Journal of Hydrology,1997,190(3/4)182-213.
  • 5JACKSON P S, HUNT J C R. Turbulent Wind Flow over a Low Hill[J]. Quarterly Journal of the Royal Meteorological Society, 1975,101 (430) : 929-955.
  • 6ZHU L D. Buffeting Response of Long Span Cable- supported Bridges Under Skew Winds: Field Measurement and Analysis [D]. Hong Kong: The Hong Kong Polytechnic University, 2002 : 571.
  • 7SIMIU E, SCANLAN R H. Wind Effects on Structures:Fundamentals and Applications to Design[M]. 3rd ed. New York : Dover Publications, Inc. , 1996.
  • 8GALLAGHER M W,CHOULARTON T W, HILL M K. Some Observations of Airflow over a Large Hill of Moderate Slope[J]. Boundary-layer Meteorology, 1988,42(3) 229-250.
  • 9MILLAR C A,DAVENPORT A G. Guidelines for the calculation of wind speed-up in complex terrain [J].Journal of Wind Engineering and Industrial Aerodynamics, 1998, 74-76:189-197.
  • 10CAPRENTER P, LOCKE N. Investigation of wind speeds over multiple two-dimensional hills [J]. Journal of Wind Engineering and Industrial Aerodunamics, 1999,83 (1-3) : 109-120.

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