期刊文献+

双幅桥面桥梁三分力系数气动干扰效应试验研究 被引量:24

Experimental Study of Aerodynamic Interference Effects on Aerostatic Coefficients of Twin Decks Bridges
下载PDF
导出
摘要 针对大跨度双幅桥面桥梁三分力系数的气动干扰问题,采用风洞试验方法对某在建大跨度双幅桥面桥梁的气动干扰效应进行研究.分别改变双幅桥面间距、风攻角参数来研究其对双幅桥面三分力系数气动干扰效应的影响.研究显示,双幅桥面桥梁三分力系数的气动干扰效应主要表现为:下游桥面阻力系数的降低,上游桥面桥梁阻力系数与单幅桥面相比略有降低;上、下游桥面的升力系数和升力矩系数也存在一定的气动干扰效应,但相对而言影响较小,其影响可以忽略. The aerodynamic interference effects on aerostatic coefficients of twin deck bridges with large span were investigated in details by means of wind tunnel test. The distances between the twin decks and wind attack angles were changed during the wind tunnel test to study the effects on aerodynamic interferences of aerostatic coefficients of twin decks. The research results have shown that the drag coefficients of the leeward deck are much smaller than that of single deck. The drag coefficients of windward deck decrease slightly compared with that of single deck. The lift and torque coefficients of windward and leeward deck are also affected slightly by the aerodynamic interference of twin decks. And the aerodynamic interference effects on lift and torque coefficients of twin decks can be neglected.
出处 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2008年第1期16-20,共5页 Journal of Hunan University:Natural Sciences
基金 国家自然科学基金资助项目(50608030)
关键词 双幅桥面 气动干扰效应 三分力系数 风洞试验 twin decks aerodynamic interference effects aerostatic coefficients wind tunnel test
  • 相关文献

参考文献8

  • 1ZDRAVKOVICH M M. Review of flow interference between two cylinders in various arrangement[J]. Journal of Fluids Engineering, 1977, 99(4) :618 - 633.
  • 2KHANDURI A C, STATHOPOULOS T, BEDARD C. Wind- induced interference effects on building-a review of the state-of the-art[J ]. Engineering Structures, 1998, 20(7) :617 - 630.
  • 3张相庭.风力下不同地貌高层建筑群相互干扰影响及相应规范条文研究[C]//结构风工程研究及进展——第七届全国结构风效应学术会议论文集.重庆:重庆大学出版社,1995:210-215.
  • 4顾明,黄鹏.群体高层建筑风荷载干扰的研究现状及展望[J].同济大学学报(自然科学版),2003,31(7):762-766. 被引量:44
  • 5ROWAN A I, STOYAN S, XIE J M, et al. Tacoma narrows 50 years later-wind engineering investigations for parallel bridges [J ]. Bridge Structures: Assessment, Design and Construction, 2005, 1(1): 3-17.
  • 6林志兴,葛耀君,曹丰产,庞加斌.钢箱梁桥的抗风问题及其对策研究[J].同济大学学报(自然科学版),2002,30(5):614-617. 被引量:10
  • 7刘志文,陈政清.广州平胜大桥抗风性能研究(之一)——节段模型风洞试验研究报告[R].长沙:湖南大学风工程试验研究中心,2005.
  • 8刘志文,陈政清.青岛海湾大桥抗风性能研究(之一)——红岛航道桥节段模型风洞试验研究报告[R].长沙:湖南大学风工程试验研究中心,2005.

二级参考文献29

  • 1楼文娟,孙炳楠,傅国宏,洪滔,唐锦春.复杂体形高层建筑表面风压分布的特征[J].建筑结构学报,1995,16(6):38-44. 被引量:41
  • 2项海帆 林志兴 等.公路桥梁抗风设计指南[M].北京:人民交通出版社,1996.52-55.
  • 3伯野元彦.土木工程振动手册[M].北京:中国铁道出版社,1992..
  • 4徐有恒 叶倩.姐妹楼双培相互干扰的风洞实验研究[J].结构工程师,1998,:46-51.
  • 5张相庭.风力下不同地貌高层建筑群相互干扰影响及相应规范条文研究[A]..结构风工程研究及进展[C].重庆:重庆大学出版社,1995.210-215.
  • 6Armitt J. Wind loading on cooling towers[J ]. J Struct Div, 1980,106(ST3) : 623 - 641.
  • 7Khanduri A C, Stathopoulos T,Bedard C. Wind-induced interference effects on buildings--A review of the state-of-the-art[J ]. Engineering Structures, 1998,20(7) : 617 - 630.
  • 8Paterson D A, Papenfuss A T.Computation of wind flows arced two tall buildings[J ]. J of Wind Engng Indust Aerodyn, 1993, (50) :69 - 74.
  • 9Song C C S, He J. Computation of wind flow around a tall building and the large-scale vortex structure[J ]. J of Wind Engng Indust Aerodyn,1993, (46 - 47) : 219 - 228.
  • 10Ho T C E, Surry D, Davenport A G. The variability of low building wind loads due to surrounding obstructions[J ]. J of Wind Engng Indust Aerodyn, 1990, (36) : 161 - 170.

共引文献52

同被引文献147

引证文献24

二级引证文献111

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部