Behaviour of masonry structures during the Bhuj earthquake of January 2001

被引：0

作者：

Jagadish, KS ^{[1
]}

Raghunath, S

Rao, KSN

机构：

[1] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India

[2] BMS Coll Engn, Dept Civil Engn, Bangalore 560019, Karnataka, India

[3] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India

来源：

PROCEEDINGS OF THE INDIAN ACADEMY OF SCIENCES-EARTH AND PLANETARY SCIENCES | 2003年 / 112卷 / 03期

关键词：

masonry; out-of-plane failure; earthquake resistance; ductility; containment reinforcement;

D O I：

暂无

中图分类号：

P [天文学、地球科学];

学科分类号：

07 ;

摘要：

A variety of masonry structures suffered damage during the recent Bhuj earthquake. Some of the traditional masonry structures had no earthquake resistant features and suffered considerable damage. This paper attempts to evaluate the behaviour of masonry structures based on the type of masonry used in places like Bhuj, Anjar, Bhachau, Morbi, Samakhyali and several other places. Quite a few masonry buildings had used earthquake resistant features like lintel bands and corner reinforcements. The cracking and failure patterns of such buildings have also been examined. The paper concludes with a discussion on the relevance of the current codal provisions for earthquake resistance of masonry structures and the direction of further research in the area.

引用

页码：431 / 440

页数：10