Comparative Seismic Risk Assessment of Basilica-type Churches

被引：32

作者：

Betti, Michele ^{[1
]}

Borghini, Andrea ^{[1
]}

Boschi, Sonia ^{[1
]}

Ciavattone, Alberto ^{[1
]}

Vignoli, Andrea ^{[1
]}

机构：

[1] Univ Florence, Dept Civil & Environm Engn, Via S Marta 3, I-50139 Florence, Italy

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2018年 / 22卷

关键词：

Seismic Vulnerability; Seismic Risk; Local and Global Analyses; Masonry Church; Fe Modeling; Pushover Criticisms; 2009 LAQUILA EARTHQUAKE; MASONRY BUILDINGS; FAILURE MECHANISMS; DAMAGE ASSESSMENT; S; MARIA; VULNERABILITY; BEHAVIOR; MODES;

D O I：

10.1080/13632469.2017.1309602

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper discusses the seismic risk assessment of a Basilica-type church according to the provisions of the Italian Guidelines. A comparison between the results obtained with local and global approaches is reported, based on a knowledge process aimed to characterize the geometric and mechanical parameters required for a reliable structural analysis. To perform the global analyses the finite element technique was employed, with proper assumptions to account for the nonlinear behavior of masonry. Illustrating a case study, the paper critically discusses about the employability of pushover analysis methods for the seismic assessment of basilica-type churches.

引用

页码：62 / 95

页数：34

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