Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Zong Gang, Lou Menglin. AN APPLICABLE OPTIMAL DESIGN METHOD OF TUNED LIQUID DAMPERS FOR MULTI-MODE CONTROL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 32-36,31. doi: 10.13204/j.gyjz200702008
Citation: Zong Gang, Lou Menglin. AN APPLICABLE OPTIMAL DESIGN METHOD OF TUNED LIQUID DAMPERS FOR MULTI-MODE CONTROL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 32-36,31. doi: 10.13204/j.gyjz200702008

AN APPLICABLE OPTIMAL DESIGN METHOD OF TUNED LIQUID DAMPERS FOR MULTI-MODE CONTROL

doi: 10.13204/j.gyjz200702008
  • Received Date: 2006-06-02
  • Publish Date: 2007-02-20
  • It is analyzed the optimal design method of tuned liquid dampers(TLDs) for controlling the multi-mode seismic responses of structures. For the sake of avoiding the problem of complex numerical optimal procedure, a simplified method applicable to engineering is presented. TLDs' control efficiencies obtained by the simplified method are compared with those gained by an un-simplified method using a numerical example. Meanwhile, the rationality and applicability of the simplified method are verified.
  • Fujino Y,Pacheco B M,Chaiseri P. Parametric Studies of Tuned Liquid Damper (TLD) Using Circular Containers by Free-Oscillation Experiments[J].Structural Engineering/Earthquake Engineering (JSCE),1988.381-391.
    Kareem A,Sun W j. Stochastic Response of Structures with FluidContaining Appendages[J].Journal of Sound and Vibration,1987,(03):389-408.
    Li Hongnan,Zhang Ling. A Study on Vibration Reduction in High-Rise Structures by Multi-TLDs[J].Earthquake Engineering and Engineering Vibration,1997,(01):23-31.
    Lou Menglin,Zong G,Niu Weixing. Study on Soil-Pile Foundation-Structure-TLD Interaction System by Shaking Table Model Test[A].Nanjing,P.R.China,2004.85-89.
    Shukla A K,Datta T K. Optimal Use of Viscoelastic Dampers in Building Frames for Seismic Force[J].Journal of Structural Engineering ASCE,1990,(04):401-409.
    Sun L M,Funjino Y,Pacheco B M. Modelling of Tuned Liquid Damper (TLD)[J].Journal of Wind Engineering and Industrial Aerodynamics,1990.1883-1894.
    Sun L M,Fujino Y,Pacheco B M. Nonlinear Waves and Dynamic Pressures in Rectangular Tuned Liquid Damper (TLD):Simulation and Experimental Verification[J].Structural Engineering/Earthquake Engineering (JSCE),1989.251-262.
    李宏男,贾影. 利用TLD减小高柔结构多振型地震反应的研究[J].地震工程与工程振动,2000,(02):122-128.
    俞载道,曹国敖. 随机振动理论及其应用[M].上海:同济大学出版社,1988.243-253.
    宗刚. 结构TLD减震的优化设计研究及应用[D].上海:同济大学,2005.39-55.
  • 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 (108) PDF downloads(35) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return