TIAN Yu-ji, YANG Qing-shan. WIND-INDUCED RESPONSES OF BEIJING NATIONAL STADIUM USING TIME HISTORY ANALYSIS METHOD[J]. Engineering Mechanics, 2009, 26(6): 95-099.
Citation: TIAN Yu-ji, YANG Qing-shan. WIND-INDUCED RESPONSES OF BEIJING NATIONAL STADIUM USING TIME HISTORY ANALYSIS METHOD[J]. Engineering Mechanics, 2009, 26(6): 95-099.

WIND-INDUCED RESPONSES OF BEIJING NATIONAL STADIUM USING TIME HISTORY ANALYSIS METHOD

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • The mode energy participation coefficient in time domain is presented in this paper. The dominant modes of Beijing National Stadium (abbr. BJNS) are identified by the energy participation coefficients and the cumulative coefficients. Then the wind-induced responses of the dominant modes of BJNS are analyzed by time history analysis method. The covariance matrix of dynamic responses for the dominant modes is calculated, and then the displacement variances and peak factors of the structural nodes are determined. The mode-based time history analysis method presented in this paper improves the calculation efficiency and guarantees the precision of the calculated results.
  • Related Articles

    [1]RUAN Li-jun, RUAN Guan-kang, GAO Zi-han, ZHENG Chao-yue, LIU Xiao-bing. STUDY ON NON-GAUSSIAN CHARACTERISTICS AND EXTREME VALUES OF FLUCTUATING WIND PRESSURE ON RECTANGULAR SECTION WITH ASPECT RATIO OF 4[J]. Engineering Mechanics, 2025, 42(S): 239-243. DOI: 10.6052/j.issn.1000-4750.2024.06.S051
    [2]YAN Zhong-xi, WU Ming-er. ANALYSIS ON THE PEAK MOMENT OF CYLINDRICAL TAPE SPRING UNDER PURE BENDING[J]. Engineering Mechanics, 2024, 41(9): 225-233. DOI: 10.6052/j.issn.1000-4750.2022.06.0587
    [3]ZHANG Shen, WANG Yi-fan, LI Yun, CHENG Ming, WANG Jie, YIN Peng-fei, ZOU Liang-hao. SIMULATION AND VALIDATION OF NON-GAUSSIAN WIND PRESSURE OF TWIN-SPIRAL WEATHER RADAR TOWER BASED ON LBM-LES[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2023.07.0554
    [4]LIN Qiang, LIU Min, YANG Qing-shan, WU Feng-bo, HUANG Guo-qing. A COMPARATIVE STUDY ON MOMENT-BASED TRANSLATION PROCESS METHODS FOR THE PEAK FACTOR ESTIMATION OF NON-GAUSSIAN WIND PRESSURES[J]. Engineering Mechanics, 2020, 37(4): 78-86. DOI: 10.6052/j.issn.1000-4750.2019.04.0201
    [5]YU Bo, TAO Bo-xiong, LIU Sheng-bin. A PROBABILISTIC MODEL FOR PEAK STRESS OF CONCRETE CONFINED BY TIES[J]. Engineering Mechanics, 2018, 35(9): 135-144. DOI: 10.6052/j.issn.1000-4750.2017.05.0398
    [6]ZHUANG Xiang, DONG Xin, ZHENG Yi-min, ZHAO Xin. PEAK FACTOR ESTIMATION METHODS OF NON-GAUSSIAN WIND PRESSURES ON A RECTANGULAR HIGH-RISE BUILDING[J]. Engineering Mechanics, 2017, 34(7): 177-185,223. DOI: 10.6052/j.issn.1000-4750.2016.02.0134
    [7]PAN Xiao-tao, HUANG Ming-feng, LOU Wen-juan. HIGH-ORDER STATISTICS AND NON-GAUSSIAN PEAK FACTORS OF PRESSURE PROCESSES ON A COMPLEX LONG-SPAN ROOF[J]. Engineering Mechanics, 2014, 31(10): 181-187. DOI: 10.6052/j.issn.1000-4750.2013.05.0398
    [8]GUAN Jun-feng, LI Qing-bin, WU Zhi-min. DETERMINATION OF FULLY-GRADED HYDRAULIC CONCRETE FRACTURE PARAMETERS BY PEAK-LOAD METHOD[J]. Engineering Mechanics, 2014, 31(8): 8-13. DOI: 10.6052/j.issn.1000-4750.2013.03.0205
    [9]ZHANG Lang-ping, LI Zhi-xiong, YIN Xiang-chu. NUMERICAL SIMULATION RESEARCH ON THE INFLUENCE OF MATERIAL HETEROGENEITY ON CHARACTERISTIC TIME OF LOAD/UNLOAD RESPONSE RATIO’S PEAK ABNORMITY[J]. Engineering Mechanics, 2011, 28(9): 44-050,.
    [10]ZHANG Yu-shan, . INFLUENCE OF GROUND-MOTION PEAK DISPLACEMENT ON NON-LINEAR DYNAMIC RESPONSE OF SINGLE-DEGREE-OF-FREEDOM SYSTEM[J]. Engineering Mechanics, 2011, 28(1): 55-064.

Catalog

    Article Metrics

    Article views (1486) PDF downloads (409) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return