Shake table experiment on one-story RC structure with and without masonry infill

被引：0

作者：

Hashemi, Alidad ^{[1
]}

Mosalam, Khalid M. ^{[1
]}

机构：

[1] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA

来源：

ADVANCES IN EARTHQUAKE ENGINEERING FOR URBAN RISK REDUCTION | 2006年 / 66卷

基金：

美国国家科学基金会;

关键词：

earthquakes; hybrid system; infilled frame; reinforced concrete; shake table; URM wall;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The results of a shake table experiment on a one story reinforced concrete moment resisting frame structure with unreinforced masonry (URM) infill wall are presented. The experiment consists of three stages. In the first stage, the intact structure with URM infill wall is tested to study the effects of the infill on the behavior of the structure. This stage is concluded after them complete collapse of the wall. In the second stage, the behavior of the structure after the collapse of the wall is studied to better understand and isolate the effects of the URM wall on the structural system. In the third stage, the incipient collapse mechanism of the damaged structural system is investigated. Important global response parameters such as maximum drift, maximum base shear and stiffness of the structure as well as some local response parameters such as rotations at column-foundation joint and beam-column joint are discussed.

引用

页码：411 / +

页数：2