In-Plane Strengthening Effect of Prefabricated Concrete Walls on Masonry Structures: Shaking Table Test

被引：2

作者：

Li, Weiwei ^{[1
]}

Liu, Weiqing ^{[1
]}

Wang, Shuguang ^{[1
]}

Du, Dongsheng ^{[1
]}

机构：

[1] Nanjing Tech Univ, Coll Civil Engn, Nanjing 211816, Jiangsu, Peoples R China

来源：

SHOCK AND VIBRATION | 2017年 / 2017卷

基金：

中国国家自然科学基金;

关键词：

BUILDINGS; REINFORCEMENT;

D O I：

10.1155/2017/3178032

中图分类号：

O42 [声学];

学科分类号：

070206 ; 082403 ;

摘要：

The improvement effect of a new strengthening strategy on dynamic action of masonry structure, by installing prefabricated concrete walls on the outer facades, is validated by shaking table test presented in this paper. We carried out dynamic tests of two geometrically identical five-story reduced scaled models, including an unstrengthened and a strengthened masonry model. The experimental analysis encompasses seismic performances such as cracking patterns, failure mechanisms, amplification factors of acceleration, and displacements. The results show that the strengthened masonry structure shows much more excellent seismic capacity when compared with the unstrengthened one.

引用

页数：13

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