SHEAR CAPACITY OF MULTI-RIBBED COMPOSITE WALL

被引：0
|
作者：
Yao, Qian-Feng [1 ]
Hou, Li-Na [1 ]
Huang, Wei [1 ]
机构：
[1] Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Peoples R China
来源：
PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS I AND II | 2008年
关键词：
Multi-ribbed slab structure; Multi-ribbed composite wall; Shear capacity; Shear formula;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The multi-ribbed slab structure is a new, light and energy-saving residential building structure with good seismic performance. As the main bearing member of the structural system, multi-ribbed composite wall often fails in shear under vertical and horizontal loads. Based on the results of previous study, the paper studies the shear capacity of the wall. To this end, the main factors that influence the shear capacity of the wall are discussed, and, according to ultimate balance theory and experimental results, a shear formula which takes the main factors of shear capacity into account is proposed. In addition, a satisfactory agreement is obtained from the comparison between the values from the formula and experimental results. Theoretical research and test analysis show that the shear formula of the multi-ribbed composite wall is valuable for theoretical analysis and practical application.
引用
收藏
页码：754 / 759
页数：6
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