Numerical Investigations on the Seismic Response of Masonry Building Aggregates

被引：38
|
作者：
Senaldi, Ilaria [1 ]
Magenes, Guido [2 ]
Penna, Andrea [3 ]
机构：
[1] IUSS, ROSE Sch, Pavia, Italy
[2] Univ Pavia, Pavia, Italy
[3] EUCENTRE, Pavia, Italy
来源：
7TH INTERNATIONAL CONFERENCE ON STRUCTURAL ANALYSIS OF HISTORIC CONSTRUCTIONS: STRENGTHENING AND RETROFITTING, PTS 1 AND 2 | 2010年 / 133-134卷
关键词：
Response; masonry; building aggregate; row conglomeration;
D O I：
10.4028/www.scientific.net/AMR.133-134.715
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The work focuses on the analysis of the seismic response of masonry building aggregates for a better understanding of the vulnerability of single structural units and of their behaviour within the aggregates. Idealized representative models are developed based on the typical characteristics of the row conglomeration typology. The seismic response of the models is evaluated and discussed by means of nonlinear dynamic analyses.
引用
收藏
页码：715 / +
页数：2
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