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Zhou Tiegang, Huang Wei, Yao Qianfeng, Tian Yingxia. SIMPLIFIED CALCULATION MODEL UNDER MONOTONE VERTICAL LOADING OF THE NEW MULTI-WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 56-59. doi: 10.13204/j.gyjz200508014
Citation: Zhou Tiegang, Huang Wei, Yao Qianfeng, Tian Yingxia. SIMPLIFIED CALCULATION MODEL UNDER MONOTONE VERTICAL LOADING OF THE NEW MULTI-WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 56-59. doi: 10.13204/j.gyjz200508014

SIMPLIFIED CALCULATION MODEL UNDER MONOTONE VERTICAL LOADING OF THE NEW MULTI-WALL

doi: 10.13204/j.gyjz200508014
  • Received Date: 2005-03-23
  • Publish Date: 2005-08-20
  • Multi -ribbed composite wall is the main bearing member of a multi -ribbed slab structure.Based on the tests of multi -rib slab wall under monotone vertical loading and finite element analysis,the mechanical properties and simplified calculation model of multi -rib slab wall are discussed,and the bearing capacity formula under axial press of multi -rib slab wall is presented.
  • [2] 朱伯芳.有限单元法原理与应用.北京:中国水利水电出版社,1998
    黄炜,密肋复合墙体抗震性能及设计理论研究:[博士学位沦文].西安:西安建筑科技大学,2004:16~17;
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      沈阳化工大学材料科学与工程学院 沈阳 110142

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