Core Chinese Journal
Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 37 Issue 6
Dec.  2014
Turn off MathJax
Article Contents
Zhang Min. RANDOM ANALYSIS OF PULSATING WIND VIBRATION RESPONSE OF MULTIFUNCTIONAL VIBRATION-ABSORPTION MEGAFRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 40-45. doi: 10.13204/j.gyjz200706011
Citation: Zhang Min. RANDOM ANALYSIS OF PULSATING WIND VIBRATION RESPONSE OF MULTIFUNCTIONAL VIBRATION-ABSORPTION MEGAFRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 40-45. doi: 10.13204/j.gyjz200706011

RANDOM ANALYSIS OF PULSATING WIND VIBRATION RESPONSE OF MULTIFUNCTIONAL VIBRATION-ABSORPTION MEGAFRAME STRUCTURE

doi: 10.13204/j.gyjz200706011
  • Received Date: 2006-12-10
  • Publish Date: 2007-06-20
  • The multifunctional vibration-absorption megaframe structure may be constituted,in which the main frame may be connected with the secondary frame by vibration-absorption device in the megaframe.The vibration equation has been presented of this structure applied pulsating wind.The mean square deviation of the horizontal vibration displacement and acceleration of the main and the secondary frame have been resulted from random vibration theory.In addition,the vibration-absorption factors of the structure displacement and acceleration have been discussed.From this,an effective vibration-absorption control method has been advanced.
  • loading
  • 欧进萍,王光远.结构随机振动.北京:高等教育出版社,1998:273-356
    [2] 瞿伟廉,陶牟华,CHANG C C.五种被动动力减振器对高层建筑脉动风振反应控制的实用设计方法.建筑结构学报,2001(4):23-31
    [3] 徐赵东,赵鸿铁,周云.粘弹性阻尼器的等效标准固体模型.建筑结构,2001(3):13-16
    [4] 瞿伟廉,陶牟华,CHANG C C.五种被动动力减振器对高层建筑脉动风振反应控制的实用设计方法,建筑结构学报,2001(2):18-22
    [5] 瞿伟廉,毛增达,张学俭,等.设置粘弹性阻尼器钢结构高层建筑抗震抗风设计的实用方法.建筑结构学报,1998(3):21-24
    [6] 李春祥,王肇民.结构TMD风振控制最优参数设计方法.特种结构,1999(2):27-31
    [7] 张敏,巨型框架多功能减振结构风振控制研究:[博士学位论文].南京:东南大学,2003
    [8] Chang K C,Soong T T,Lai M L.Seismic Behavior of Steel Frame with Added Viscoelastic Dampers,J.of Struct.Engrg.,ASCE,1995,121(10):33-38
    [9] Fahim Sadek,Bijan Mohraz.Vibration Control of Tall Buildings UsingMega Subconfigration,J.Eng.Mech.ASCE,1997,123:25-29
    [10] Naoki Ntwa,Takuji Kobori,et al.Passive Seismic Response Controlled High-rise Building with High Damping Device,Earthquake Engineering and Structural Dynamics,1995,24:18-22
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (64) PDF downloads(22) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return