CHEN Zheng-qing, LIU Xiao-bing, LIU Zhi-wen. STUDY OF AERODYNAMIC INTERFERENCE EFFECTS ON AERODYNAMIC COEFFICIENTS OF TWIN-DECK BRIDGES[J]. Engineering Mechanics, 2008, 25(7): 87-093.
Citation: CHEN Zheng-qing, LIU Xiao-bing, LIU Zhi-wen. STUDY OF AERODYNAMIC INTERFERENCE EFFECTS ON AERODYNAMIC COEFFICIENTS OF TWIN-DECK BRIDGES[J]. Engineering Mechanics, 2008, 25(7): 87-093.

STUDY OF AERODYNAMIC INTERFERENCE EFFECTS ON AERODYNAMIC COEFFICIENTS OF TWIN-DECK BRIDGES

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • There exist aerodynamic interference effects between the windward deck and the leeward deck of twin-deck bridges under wind load. Aerodynamic interference effects on aerodynamic coefficients of a twin-deck bridge were investigated with a series of section-model wind tunnel tests using both force-measurement method and pressure-measurement method. The results show that the aerodynamic interference effects on drag coefficients of twin-deck bridges could not be neglected. Compared with single deck alone, the drag coefficients of leeward deck are much smaller and those of windward deck decrease slightly. The aerodynamic interference effects on the lift and torque coefficients of twin-deck bridge could be ignored.
  • Related Articles

    [1]WANG Jian-wei, CHEN Xiao-dong, HE Shuai-kang, DUAN Qing-lin, JI Shun-ying. AN EFFECTIVE METHOD FOR IDENTIFYING ICE LOADS ON POLAR SHIP STRUCTURES UNDER THE INFLUENCE OF FAILURE MEASURING POINTS[J]. Engineering Mechanics, 2021, 38(7): 226-238. DOI: 10.6052/j.issn.1000-4750.2020.07.0507
    [2]SHAO Yuan-hang, CUI Hui-min, LIU Qing-kuan, ZHENG Yun-fei. EXPERIMENTAL RESEARCH ON WIND TUNEL PRESSURE MEASUREMENT OF A SUPER HIGH-RISE BUILDING[J]. Engineering Mechanics, 2021, 38(S): 26-30, 38. DOI: 10.6052/j.issn.1000-4750.2020.05.S005
    [3]ZHOU Xuan-yi, TAN Min-hai, YAN Ke-qin, GU Ming, HU Xue-fu. LAGRANGIAN METHOD MODELING AND FIELD MEASUREMENT ON SNOWRIFT[J]. Engineering Mechanics, 2017, 34(2): 21-27. DOI: 10.6052/j.issn.1000-4750.2015.07.0573
    [4]BAI Fu-bo. ANALYSIS OF EARTH PRESSURE BY LATERAL PRESSURE INCREMENT METHOD[J]. Engineering Mechanics, 2015, 32(增刊): 20-26. DOI: 10.6052/j.issn.1000-4750.2014.04.S061
    [5]SUN Yong-ming, LI Hui. EFFECT OF EXTREME PROPERTIES OF VERTICAL CABLE ON THE CABLE FORCE MEASUREMENT BY FREQUENCY-BASED METHOD[J]. Engineering Mechanics, 2013, 30(8): 10-17. DOI: 10.6052/j.issn.1000-4750.2012.03.0187
    [6]GUO Yan-lin, TIAN Guang-yu, WANG Kun, ZHANG Bo-hao. A CABLE FORCE ESTIMATION METHOD FOR SPOKE STRUCTURAL ROOF BASED ON STATIC DISPLACEMENT MEASUREMENT[J]. Engineering Mechanics, 2013, 30(2): 96-103. DOI: 10.6052/j.issn.1000-4750.2011.08.0527
    [7]LI Xin-kai, MA Song-lin, HOU Xiang-shen. A PRELIMINARY RESEARCH ON USING CORE RING METHOD TO MEASURE RESIDUAL STRESS IN CONCRETE PAVEMENT SURFACE[J]. Engineering Mechanics, 2010, 27(2): 161-165.
    [8]LUO Yan-zhong, CHEN Zheng-qing. SUBSECTION EXTENDED ORDER ITERATIVE LEAST SQUARE METHOD FOR AERODYNAMIC DERIVATIVE IDENTIFICATIONS OF ECCENTRIC BRIDGE SECTION MODELS[J]. Engineering Mechanics, 2007, 24(4).
    [9]MAO Guo-dong, SUN Bing-nan, PU Jun. GEODESIC LINE GENERATION BY NONLINEAR FINITE ELEMENT METHOD IN CUTTING PATTERN FOR CABLE-ENFORCED MEMBRANE STRUCTURES[J]. Engineering Mechanics, 2005, 22(2): 33-37,3.
    [10]CHEN Long-zhu, YAN Xi-shui, SONG Chun-yu. ON ARRANGEMENT OF EXCITATION AND TRANSDUCERS IN SURFACE WAVE MEASUREMENT[J]. Engineering Mechanics, 2003, 20(5): 174-178.

Catalog

    Article Metrics

    Article views (1332) PDF downloads (430) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return