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
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
Received Date: 2005-03-23Publish Date:
2005-08-20
Abstract
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.
References
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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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