Research on shear resistant capacity and reliability of multi-ribbed composite wall in high-rise building

被引：1

作者：

Jia, YJ ^{[1
]}

Yuan, Q ^{[1
]}

Yao, QF ^{[1
]}

机构：

[1] Jiao Tong Univ, Sch Civil Engn & Architecture, Beijing 100044, Peoples R China

来源：

ENVIRONMENTAL ECOLOGY AND TECHNOLOGY OF CONCRETE | 2006年 / 302-303卷

关键词：

multi-ribbed slab structure; multi-ribbed composite wall; shear resistant capacity; reliability index;

D O I：

10.4028/www.scientific.net/KEM.302-303.669

中图分类号：

TQ174 [陶瓷工业]; TB3 [工程材料学];

学科分类号：

0805 ; 080502 ;

摘要：

As a new structural system, MRSS (multi-ribbed slab structure) has some applications in multistory building. But theoretical investigation and application study on multi-ribbed composite wall in high-rise building should be developed with various factors composing shear resistant capacity of wall under complicated loads. By means of model test and numerical simulation with FEM (finite element method), shear resistant expression of slab in tall building is set up and reliability index of a representative wall under small earthquake is figured out. Sensitivity of each factor affecting shear strength is evaluated. These works disclose the wall's load bearing mechanism and make the structure application more feasible and assure the new system safety in practice.

引用

页码：669 / 675

页数：7

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