Volume 20 Issue 1
Turn off MathJax
Article Contents
Abstract
Related Articles
YE Feng, GU Ming. A SIMPLIFIED METHOD FOR ESTIMATING ALONG-WIND LOADS AND WIND-INDUCED RESPONSES OF HIGH-RISE BUILDINGS[J]. Engineering Mechanics, 2003, 20(1): 63-67.
Citation: YE Feng, GU Ming. A SIMPLIFIED METHOD FOR ESTIMATING ALONG-WIND LOADS AND WIND-INDUCED RESPONSES OF HIGH-RISE BUILDINGS[J]. Engineering Mechanics, 2003, 20(1): 63-67.
shu

A SIMPLIFIED METHOD FOR ESTIMATING ALONG-WIND LOADS AND WIND-INDUCED RESPONSES OF HIGH-RISE BUILDINGS

  • State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092

More Information
  • Received Date: June 08, 2001
  • Revised Date: January 11, 2002
    Graphical Abstract
    • Abstract
  • In this paper, the along-wind loads and wind-induced responses of high-rise buildings are decomposed into mean, background and resonant components. The distribution of background component is same as that of mean component in the inertial force model when calculating the resonant component. Simplified formulas foralong-wind equivalent wind loads and wind-induced responses are presented, which are independent of type of response. Two typical engineering examples are studied to verify the present method.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]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
    [2]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.
    [3]CHEN Bo, WU Yue, . STUDY OF THE RESONANT COMPONENT OF EQUIVALENT STATIC WIND LOADS ON LARGE SPAN ROOFS[J]. Engineering Mechanics, 2007, 24(1): 51-055,.
    [4]SHEN Guo-hui, SUN Bing-nan, LOU Wen-juan. A SIMPLE METHOD TO CALCULATE THE EQUIVALENT STATIC WIND LOAD ON LOW-RISE BUILDINGS[J]. Engineering Mechanics, 2006, 23(S1): 163-168.
    [5]CHEN Bo, WU Yue, SHEN Shi-zhao. THE BACKGROUND OF EQUIVALENT STATIC WIND LOADS ON LARGE SPAN ROOFS[J]. Engineering Mechanics, 2006, 23(11): 21-27.
    [6]QUAN Yong, GU Ming. ANALYTICAL METHOD OF ACROSS-WIND RESPONSE AND EQUIVALENT STATIC WIND LOADS OF HIGH-RISE BUILDINGS[J]. Engineering Mechanics, 2006, 23(9): 84-88.
    [7]GU Ming, YE Feng. SIMPLIFIED ANALYSIS METHOD FOR WIND INDUCED RESPONSES OF TALL BUILDINGS[J]. Engineering Mechanics, 2006, 23(8): 57-61,4.
    [8]GU Ming, YE Feng. CHARACTERISTICS OF WIND INDUCED RESPONSES AND EQUIVALENT STATIC WIND LOADS OF TALL BUILDINGS[J]. Engineering Mechanics, 2006, 23(7): 93-98.
    [9]XIE Zhuang-ning, GU Ming, NI Zhen-hua. EXPERIMENTAL STUDY OF ALONG-WIND DYNAMIC INTERFERENCE EFFECTS AMONG THREE ARBITRARILY ARRANGED TALL BUILDINGS[J]. Engineering Mechanics, 2005, 22(5): 136-141.
    [10]ZHOU Yin, GU Ming, JIANG Huan-cheng, HUA Bing-can. WIND-INDUCED BACKGROUND RESPONSES OF HIGH-RISE BUILDINGS[J]. Engineering Mechanics, 1999, 16(2): 16-21,6.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (652) PDF downloads (373) Cited by()
    Related

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return