LIU Hong, LI Qing-xiang. WIND LOADS PREDICTION AND WIND-RESISTANT DESIGN FOR COMPLEX SHAPE AND LARGE-SPAN BUILDINGS[J]. Engineering Mechanics, 2011, 28(8): 160-167.
Citation: LIU Hong, LI Qing-xiang. WIND LOADS PREDICTION AND WIND-RESISTANT DESIGN FOR COMPLEX SHAPE AND LARGE-SPAN BUILDINGS[J]. Engineering Mechanics, 2011, 28(8): 160-167.

WIND LOADS PREDICTION AND WIND-RESISTANT DESIGN FOR COMPLEX SHAPE AND LARGE-SPAN BUILDINGS

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • In the paper, the issues in wind-resistant design of Fangchenggang Culture & Art Center, which has a large span roof with complex bionic shape, were studied in different structural design phases using three research methods, including CFD simulation, rigid model pressure measurement wind tunnel test and dynamic wind-induced vibration analysis. Through the analysis of the wind-induced loads on this large span roof, equivalent static wind loading on the roof surface was given for the main roof structural design. In practice, it is shown that this could be a good approach to solve some common problems in the wind-resistant design for complex large-span buildings. This study will provide a good reference for wind load estimation of the same type of buildings.
  • Related Articles

    [1]CHAI Xiao-bing, LIU Qing-kuan, ZHENG Yun-fei. WIND TUNNEL EXPERIMENT STUDY ON WIND LOAD OF COAL SHED STRUCTURE BY INTERFERENCE EFFECT[J]. Engineering Mechanics, 2023, 40(S): 174-183. DOI: 10.6052/j.issn.1000-4750.2022.06.S029
    [2]YAN Bo-wen, MA Chen-yan, ZHAO Le, YANG Qing-shan. STUDY ON THE APPLICABILITY OF LARGE EDDY SIMULATION METHOD FOR WIND LOAD CHARACTERISTICS OF LOW-RISE BUILDINGS WITH EAVES AND DOUBLE SLOPES UNDER STRONG TYPHOONS[J]. Engineering Mechanics, 2021, 38(11): 66-78, 133. DOI: 10.6052/j.issn.1000-4750.2020.10.0738
    [3]CHEN Lin-lin, CUI Hui-min, ZHENG Yun-fei, LIU Qing-kuan. EXPERIMENTAL INVESTIGATION OF WIND LOAD ON LARGE-SPAN CYLINDRICAL LATTICED SHELL[J]. Engineering Mechanics, 2019, 36(S1): 189-193. DOI: 10.6052/j.issn.1000-4750.2018.05.S038
    [4]ZHOU Xuan-yi, ZU Gong-bo, GU Ming. LARGE EDDY SIMULATION AND WIND TUNNEL TEST ON TTU BUILDING MODEL[J]. Engineering Mechanics, 2016, 33(2): 104-110. DOI: 10.6052/j.issn.1000-4750.2014.06.0504
    [5]ZHOU Guo-liang, LI Xiao-jun. AN ACQUISITION TECHNIQUE FOR QUASI-STATIC/DYNAMIC COMPONENTS AND ITS APPLICATION TO DYNAMIC ANALYSIS OF LARGE STRUCTURES UNDER NON-UNIFORM SEISMIC EXCITATIONS[J]. Engineering Mechanics, 2013, 30(2): 306-312. DOI: 10.6052/j.issn.1000-4750.2011.08.0558
    [6]LI Yong-le, LU Wei, XIONG Wen-bin, TAO Qi-yu. AGREEMENT BETWEEN WIND TUNNEL TEST AND ANALYTICAL METHOD FOR THE WIND-INDUCED RESPONSE OF LONG SPAN CABLE-STAYED BRIDGES[J]. Engineering Mechanics, 2008, 25(8): 104-108,.
    [7]CHEN Zhi-hua, YAN Xiang-yu, WANG Xiao-dun, JIA Li, LI Yi-jia, KAWAGUCHI MAMORU. STUDY OF FLOW FIELD NUMERICAL SIMULATION AND WIND TUNNEL TEST ON HYBRID STRUCTURE OF NEW CABLE-STAYED BRIDGE WITH GIANT WHEEL[J]. Engineering Mechanics, 2008, 25(5): 117-123,.
    [8]WU Yue, YANG Qing-shan, SHEN Shi-zhao. WIND TUNNEL TESTS ON AEROELASTIC EFFECT OF WIND-INDUCED VIBRATION OF TENSION STRUCTURES[J]. Engineering Mechanics, 2008, 25(1): 8-015.
    [9]CHEN Bo, WU Yue, SHEN Shi-zhao. WIND-RESISTANT DESIGN OF TENSILE MEMBRANE STRUCTURES[J]. Engineering Mechanics, 2006, 23(7): 65-71,5.
    [10]FAN Zhong. NEW TECHNIQUES OF LARGE-SPAN STRUCTURE DESIGN FOR NATIONAL STADIUM BEIJING[J]. Engineering Mechanics, 2006, 23(增刊Ⅱ): 78-084.

Catalog

    Article Metrics

    Article views (1460) PDF downloads (721) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return