A mechanical-based seismic vulnerability assessment method with an application to masonry structures in Cosenza (Italy)

被引：13

作者：

Liguori, Francesco S. ^{[1
]}

Fiore, Stefania ^{[1
]}

Perelli, Francesca L. ^{[2
]}

De Gregorio, Daniela ^{[2
,3
]}

Zuccaro, Giulio ^{[2
,3
]}

Madeo, Antonio ^{[1
]}

机构：

[1] Univ Calabria, Dept Comp Sci Modeling Elect & Syst Engn DIMES, Ponte P Bucci Cubo 42B, I-87036 Arcavacata Di Rende, Cosenza, Italy

[2] Univ Naples Federico II, Plinivs Studies Ctr Lupt, Via Toledo 402, I-80134 Naples, Italy

[3] Univ Naples Federico II, Dept Struct Engn & Architecture DiSt, Naples, Italy

来源：

BULLETIN OF EARTHQUAKE ENGINEERING | 2023年 / 21卷 / 12期

关键词：

Seismic vulnerability; Regional fragility curves; Masonry structures; Nonlinear FEM analysis; Monte Carlo simulations; COLLAPSE MECHANISMS; FRAGILITY; BUILDINGS; CURVES; MODEL;

D O I：

10.1007/s10518-023-01752-5

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The paper presents a mechanical-based framework for the evaluation of local-scale seismic fragility curves. The approach is oriented to a seismic vulnerability assessment of unreinforced masonry buildings and makes use of basic exposure data easily obtained from survey or available in existing database. An efficient finite element model and static nonlinear analyses are employed to assess the structural behaviour. The mechanical-based fragility curves are evaluated using Monte Carlo simulations that allow to account for the uncertainties propagation. The proposed approach is tested on a case-study regarding the city centre of Cosenza, in southern Italy, using exposure information available from CARTIS database.

引用

页码：5655 / 5681

页数：27

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