节点文献

减震结构非线性时程分析的研究

Research on energy dissipation-seismic reduction structure with nonlinear time history analysis

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 黎超敏崔荣乐

【Author】 LI Chao-min1,CUI Rong-le2(1.Department of Civil Engineering,ShanghaiUniversity,Shanghai 200072,China;2.Huai Fang City Architectural Design and Research Institute Co.,LTD,Shandong Weifang 261000,China)

【机构】 上海大学土木工程系淮坊市建筑设计研究院有限责任公司

【摘要】 本文对减震结构(附设阻尼器的消能减震结构)进行了非线性时程分析的研究。探讨了减震结构的研究背景、国内外的研究现状、现行规范对减震结构的相关规定、减震结构在理论、实际应用上的问题和难点、减震结构的社会意义和经济效益以及对非线性时程分析进行了简要介绍。最后通过一个工程案例,对减震结构和无控结构进行了比较(柱轴力、顶点位移、层间位移角),得出了一些可以用于工程实际的结论。

【Abstract】 This paper researched on energy dissipation-seismic reduction structure(with nonlinear viscous liquid damper) with the nonlinear time history analysis.Authors mainly discussed the research background,current research at home and aboard,the relevant provisions of the current regulation and standards,several problems and difficulties of the theory and its practical applications,social significance and economic benefits of the energy dissipation-seismic reduction.And take a brief introduction to the nonlinear time history analysis.At last,authors made an example of engineering to make a contrast between the original structure and the energy dissipation-seismic reduction focusing mainly on the axial force of the column,top displacement,displacement angle between layers,and get some useful conclusion which can be used in the practical engineering.

  • 【文献出处】 河北工程大学学报(自然科学版) ,Journal of Hebei University of Engineering(Natural Science Edition) , 编辑部邮箱 ,2013年01期
  • 【分类号】TU352.1
  • 【下载频次】52
节点文献中: 

本文链接的文献网络图示:

本文的引文网络