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
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Wang Aimin, Wu Minzhe, Yao Qianfeng. FINITE ELEMENT ANALYSIS OF PERFORMANCE OF MULTI-RIBBED COMPOSITE WALL SUBJECTED TO VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 62-66. doi: 10.13204/j.gyjz200611016
Citation: Wang Aimin, Wu Minzhe, Yao Qianfeng. FINITE ELEMENT ANALYSIS OF PERFORMANCE OF MULTI-RIBBED COMPOSITE WALL SUBJECTED TO VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 62-66. doi: 10.13204/j.gyjz200611016

FINITE ELEMENT ANALYSIS OF PERFORMANCE OF MULTI-RIBBED COMPOSITE WALL SUBJECTED TO VERTICAL LOAD

doi: 10.13204/j.gyjz200611016
  • Received Date: 2006-01-13
  • Publish Date: 2006-11-20
  • Utilizing finite element method,it is made the performance analysis of contribution of in-filled block in composite wall to anti-compression,distribution feature and law of axial force under vertical load.Using cross-section shape and size of frame column and ribbed-column,arrangement of ribbed-column and height of blind beam as parameters,the influencing factors of distribution coefficient of axial force are discussed and its calculation value is given,it provides a basis for calculating axial force of frame column and ribbed-column.
  • [2] 黄炜.密肋复合墙体抗震性能及设计理论研究:[博士学位论文].西安:西安建筑科技大学,2004
    姚谦峰.密肋壁板轻框结构节能住宅体系研究.工业建筑,2003,33(1):1-5
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