SUN Wu-yi, ZHOU Xuan-yi. EQUIVALENT STATIC WIND LOADS OF FLUCTUATING WIND ON LARGE-SPAN ROOFS BASED ON EIGEN-MODE COMPENSATION[J]. Engineering Mechanics, 2011, 28(4): 96-101.
Citation: SUN Wu-yi, ZHOU Xuan-yi. EQUIVALENT STATIC WIND LOADS OF FLUCTUATING WIND ON LARGE-SPAN ROOFS BASED ON EIGEN-MODE COMPENSATION[J]. Engineering Mechanics, 2011, 28(4): 96-101.

EQUIVALENT STATIC WIND LOADS OF FLUCTUATING WIND ON LARGE-SPAN ROOFS BASED ON EIGEN-MODE COMPENSATION

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • Based on the pressure measurements of wind tunnel test on a rigid model, this paper first compensates the eigen-modes of fluctuating wind loads with the covariance proper transformation (CPT) technique according to multiple equivalent target responses induced by the fluctuating wind loads. Then, a new computational method was proposed to calculate the equivalent static wind loads (ESWL) of fluctuating wind loads on those linear and complex large-span roofs. At last, the new method was applied to a real engineering project. The results demonstrate that the new method has the merits of explicit physical meaning, simple computational principle and high computational accuracy; it can also effectively avoid the defects in former traditional methods of computing the ESWL and can satisfy the requirements of engineering design.
  • Related Articles

    [1]ZOU Yun-feng, LU Xuan-dong, YANG Jing-song, ZHOU Shuai, HE Xu-hui. STRUCTURAL RESPONSE RECONSTRUCTION BASED ON MODE SYNTHESIS METHOD AND MODAL SUPERPOSITION METHOD IN THE PRESENCE OF CLOSELY SPACED MODES[J]. Engineering Mechanics, 2023, 40(3): 54-64. DOI: 10.6052/j.issn.1000-4750.2021.08.0671
    [2]FENG Shuai, XIE Zhuang-ning. RESEARCH ON WIND PRESSURE FIELD OF LARGE-SPAN FLAT ROOF BASED ON DYNAMIC MODE DECOMPOSITION[J]. Engineering Mechanics, 2022, 39(7): 109-119. DOI: 10.6052/j.issn.1000-4750.2021.04.0247
    [3]LI Yu-xue, YANG Qing-shan, TIAN Yu-ji, ZHU Ying-lei. MULTIPLE TARGETS EQUIVALENT STATIC WIND LOAD FOR LONG-SPAN ROOFS[J]. Engineering Mechanics, 2016, 33(6): 85-92. DOI: 10.6052/j.issn.1000-4750.2014.10.0890
    [4]LI Yu-xue, YANG Qing-shan, TIAN Yu-ji. MULIple targets Equivalent static wind loadS OF RESONANT RESPONSE FOR large-span roofs[J]. Engineering Mechanics, 2013, 30(11): 75-80,86. DOI: 10.6052/j.issn.1000-4750.2012.07.0533
    [5]ZHANG Li-gang, LOU Wen-juan. EQUIVALENT STATIC WIND LOAD FOR MULTIPLE TARGETS OF LARGE-SCALE SPACE TRUSS STRUCTURE[J]. Engineering Mechanics, 2013, 30(8): 148-154. DOI: 10.6052/j.issn.1000-4750.2012.05.0313
    [6]CHEN Bo, LI Ming, YANG Qing-shan. EQUIVALENT STATIC WIND LOADS FOR MULTIPLE TARGETS BASED ON WIND-INDUCED RESPONSE[J]. Engineering Mechanics, 2012, 29(11): 152-157,164. DOI: 10.6052/j.issn.1000-4750.2011.03.0130
    [7]LI Yu-xue, YANG Qing-shan. EQUIVALENT STATIC WIND LOAD OF LARGE-SPAN ROOFS BASED ON ENERGY EQUATION[J]. Engineering Mechanics, 2011, 28(5): 166-171.
    [8]ZHAO Jin-song, HUANG Ben-cai, LIAO Ze-bang, LIN Gao. EFFECT OF MULTI-MODE AND CROSS PART OF MODE ON DYNAMIC DISPLACEMENT AT THE ROOF OF SHENGYANG GYM[J]. Engineering Mechanics, 2010, 27(6): 133-139.
    [9]LI Yu-xue, YANG Qing-shan, TIAN Yu-ji. MODAL COUPLING EFFECTS FOR WIND-INDUCED RESONANT RESPONSE OF LARGE-SPAN ROOF STRUCTURES[J]. Engineering Mechanics, 2010, 27(03): 85-090.
    [10]HE Yan-li, DONG Shi-lin, GONG Jing-hai. WIND-INDUCED RESPONSE OF SPATIAL STRUCTURES WITH MODE COMPENSATION IN FREQUENCY DOMAIN[J]. Engineering Mechanics, 2002, 19(4): 1-6.

Catalog

    Article Metrics

    Article views (2076) PDF downloads (517) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return