Seismic Behavior of Some Basilica Churches After L'Aquila 2009 Earthquake

被引：7
|
作者：
Lucibello, Giuseppe [1 ]
Brandonisio, Giuseppe [1 ]
Mele, Elena [1 ]
De Luca, Antonello [1 ]
机构：
[1] Univ Naples Federico 2, Dept Struct Engineer DIST, Naples, 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：
L'Aquila earthquake; masonry churches; non linear analysis; pushover analysis;
D O I：
10.4028/www.scientific.net/AMR.133-134.801
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this paper the seismic response of four church buildings in the l'Aquila April 2009 earthquake is analyzed. The buildings are: St. Giusta church, St. Maria di Collemaggio Basilica, St. Silvestro church and St. Pietro di Coppito church. The analyses are carried out by employing a "two-step" procedure suggested by the authors and already applied to similar case studies. The first step consists in three-dimensional linear analysis, while in the second step, two-dimensional non-linear analyses of macro-elements are carried out. The results coming from the two-steps, allow for understanding the observed damage and for approximately assessing the seismic level of the building.
引用
收藏
页码：801 / 806
页数：6
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