Discussion of The Masonry Structure Building Underpinning Method

被引：3

作者：

Zhao, Kaozhong ^{[1
]}

Han, Yan ^{[1
]}

机构：

[1] Shandong Jianzhu Univ, Coll Civil Engn, Jinan 250101, Peoples R China

来源：

ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2 | 2013年 / 351-352卷

关键词：

masonry structure; reconstructive design; underpinning method; steel - reinforced concrete composite beam; steel - brick masonry composite beam;

D O I：

10.4028/www.scientific.net/AMM.351-352.471

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In masonry structure transformation, due to the removal of walls, force transmission path and force structure mechanism of load-bearing walls will be changed. So it become greatly important to adopt a safe, applicable, economic and reasonable underpinning method. This paper introduces several underpinning methods of masonry structure modification, which summarizes the advantages and disadvantages of them. Their characteristics and using condition are discusses in the paper. Some conclusions which are drawn may be referenced for the future engineering practice.

引用

页码：471 / 475

页数：5

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