Seismic Behavior of Two-story Brick Masonry Building

被引：1
|
作者：
An, Dong [1 ]
Qu, Tiejun [2 ]
Liang, Jianwen [1 ]
机构：
[1] Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China
[2] North China Univ Technol, Coll Architecture & Civil Engn, Beijing 100144, Peoples R China
来源：
APPLIED MECHANICS AND MATERIALS I, PTS 1-3 | 2013年 / 275-277卷
关键词：
Tie-column; Ring-beam; Pseudo-dynamic test; Hysteretic Curve; Skeleton Curve; WALLS;
D O I：
10.4028/www.scientific.net/AMM.275-277.1456
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In order to investigate the seismic behavior include hysteretic curve, skeleton curve and stiffness degradation, four masonry structures with different details are tested under pseudo-dynamic test and low cycle lateral load test. One kind of full-scale building is confined masonry with tie-column and ring-beam. Other is common brick masonry. Test results indicate that the tie-column and ring-beam play an important role for developing higher resistance and better deformability. And tie-column and ring-beam can effectively confined brick wall to improve the seismic performance of masonry structure. The stiffness degradation curves are similar. The stiffness degradation is modeled as a function of the effective stiffness and lateral displacement.
引用
收藏
页码：1456 / +
页数：2
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