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 43 Issue 7
Dec.  2014
Turn off MathJax
Article Contents
Peng Zejing, Zhang Xun’an, Lian Yeda, Dong Xiaofeng. STUDY ON THE EFFECTS OF PARAMETERS OF ENERGY DISSIPATION DAMPER ON ITS DAMPING PERFORMANCE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 52-56. doi: 10.13204/j.gyjz201307012
Citation: Peng Zejing, Zhang Xun’an, Lian Yeda, Dong Xiaofeng. STUDY ON THE EFFECTS OF PARAMETERS OF ENERGY DISSIPATION DAMPER ON ITS DAMPING PERFORMANCE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 52-56. doi: 10.13204/j.gyjz201307012

STUDY ON THE EFFECTS OF PARAMETERS OF ENERGY DISSIPATION DAMPER ON ITS DAMPING PERFORMANCE

doi: 10.13204/j.gyjz201307012
  • Received Date: 2012-12-11
  • Publish Date: 2013-07-20
  • According to the effects of parameters of energy dissipation damper on its damping performance, the link element in SAP 2000 was used to simulate the energy dissipation damper, Wen model unit was used for friction damper, and Maxwell model unit was used for viscous damper, the interface program of MATLAB and SAP 2000 on the MATLAB software platform was established.Using time history analysis, it was respectively calculated the variation rules of structural control effect indexes along parameters when friction damper structure and viscous damper structure were under earthquake action, their better results were given and their control effects were compared.The results show that the energy dissipation damper parameters have important influences on its damping performance, when the parameters are reasonable enough, both friction damper and viscous damper can effectively control the structural displacement and acceleration, but have different control effects.
  • loading
  • [2] 欧进萍,吴波,龙旭.结构被动耗能减震效果的参数影响[J].地震工程与工程振动,1998,18(1):60-70.
    周云,邓雪松,汤统壁,等.中国(大陆)耗能减震技术理论研究、应用的回顾与前瞻[J].工程抗震与加固改造,2006,28(6):1-15.
    [3] 翁大根,吕西林.消能减震结构设计参数研究与试验验证[J].地震工程与工程振动,2004,2(2):150-160.
    [4] Yaomin Fu, Sheldon Cherry.Performance Comparison of Different?Friction Damped Systems[J].WCEE,2000,5(13):1-8.
    [5] 吴斌,张纪刚,欧进萍.考虑几何非线性的 Pall 型摩擦阻尼器滞回特性分析[J].工程力学,2003,20(1):21-26.
    [6] 凌和海,薛素铎,庄鹏.减震结构中的黏弹性阻尼器参数优化[ J].世界地震工程,2005,21(3):126-130.
    [7] 吴曙光,常业军.黏弹性消能减震结构设计参数研究[ J].工程抗震与加固改造,2005,27(4):37-39.
    [8] 中国建筑科技标准设计研究院.SAP2000中文版使用指南[M].北京:人民交通出版社,2008:513-514.
  • 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 (133) PDF downloads(64) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return