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 35 Issue 8
Dec.  2014
Turn off MathJax
Article Contents
Zhao Lunyu, Shi Xudong, Zhou Jiankang. EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 60-63. doi: 10.13204/j.gyjz200508015
Citation: Zhao Lunyu, Shi Xudong, Zhou Jiankang. EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 60-63. doi: 10.13204/j.gyjz200508015

EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE

doi: 10.13204/j.gyjz200508015
  • Received Date: 2004-12-16
  • Publish Date: 2005-08-20
  • Wall-beam-column combined structure is a new structure system with excellences of light weight,environment protection,energy saving and good construction performance.It can be widely applied to low-middle story buildings.Its structural behavior is a key to decide whether it can satisfy building safety and working function.For examining it,a two-story structure with full size was loaded horizontally under constant vertical load.The corresponding failure mode,weak positions and stiffness degrading property are discussed.From these test results,some important conclusions will be provided to further optimize and rationally design this structure.
  • loading
  • [2] 臧人卓.新型复合墙板受力性能试验研究:[硕士学位论文].北京:清华大学,2004;
    《装配式大板建筑》编写组.装配式大板建筑.北京:中国建筑工业出版社.1977;
    [3] 臧人卓,时旭东,赵论语.钢筋混凝土复合墙板的轴向受力性能试验研究.工业建筑,2005,35(2):73~76;
    [4] 周建康,时旭东,赵论语,臧人卓.钢筋型混凝土复合墙板的轴向受力性能分析与设计.清华大学学报(自然科学版),2004,12(44):4~6
  • 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 (68) PDF downloads(38) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return