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 41 Issue 1
Dec.  2014
Turn off MathJax
Article Contents
Zhou Wei, Yin Chenbo, Ren Mi. DYNAMIC ANALYSIS OF FORMWORK SUPPORT SYSTEM BY FREELY FALLING SHOCKING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 19-22. doi: 10.13204/j.gyjz201101005
Citation: Zhou Wei, Yin Chenbo, Ren Mi. DYNAMIC ANALYSIS OF FORMWORK SUPPORT SYSTEM BY FREELY FALLING SHOCKING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 19-22. doi: 10.13204/j.gyjz201101005

DYNAMIC ANALYSIS OF FORMWORK SUPPORT SYSTEM BY FREELY FALLING SHOCKING

doi: 10.13204/j.gyjz201101005
  • Received Date: 2010-04-22
  • Publish Date: 2011-01-20
  • In China and even world-wide,the method of statics is often use statics point of view to design the formwork support system,which is one of the important factors that leads to collapse of high formwork construction.In order to reflect the real condition of the structure,it requires dynamics rather than statics to design and analyse.Through transient dynamics of the finite element,the mode of high formwork under freely falling shocking was simulated.The displacement and stress of static and dynamic were obtained.Compared with the theoretical method,it was verified the relationship between the coefficient of freely falling chocking and the falling height.
  • loading
  • [2] 方燕.模板支架倒塌事故动力学分析探讨[J].山西建筑, 2007, 33(12):167-168.
    熊辉莹, 谢宇岫, 周金根.关于模板扣件钢管支撑系统诱发荷载讨论[J].建筑施工, 2004, 26(1):56-57.
    [3] 陈海浪, 王欢, 张增峰, 等.基于ANSYS 的扣件式钢管高支撑架计算分析[J].浙江建筑, 2009, 26(3):38-43.
    [4] 周继忠, 蔡雪峰, 张士元.扣件钢管脚手架高大模板支撑安全事故分析与控制[J].工业建筑, 2008, 38(1):17-20.
    [5] 敖鸿斐, 李国强.双排扣件式钢管脚手架的极限稳定承载力研究[J].力学季刊, 2004, 6(2):213-218.
    [6] 王勇.超高扣件式钢管模板支架的安全性分析[D].北京:北京交通大学, 2007.
    [7] Weesner L B, JonesH L.Experimental and Analytical Capacity ofFrame Scaffolding [J].Engineering Struetures, 2001, 23(6):592-599.
    [8] Peng Julin, Chen Kuanhung.Experimental and Analytical Studieson Steel Scaffolds Under Eccentric Loads[J].Constructional SteelResearch, 2009, 65(6):422-435.
  • 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 (122) PDF downloads(163) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return