Jennifer D'Anna

Dr. Jennifer D'Anna

Università degli Studi di Palermo
orcid

Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 April 2017 in Composites Part B: Engineering
Verified
Journal Article
Closed access
Giovanni MinafòGiovanni Minafò
Giovanni Minafò
JDJennifer D'Anna
Jennifer D'Anna
CCCalogero Cucchiara
Calogero Cucchiara
Alessia MonacoAlessia Monaco
Alessia Monaco
LMLidia La Mendola
Lidia La Mendola

1 April 2017 in Composites Part B: Engineering
Verified
Journal Article
Closed access
Alessia MonacoAlessia Monaco
Alessia Monaco
Giovanni MinafòGiovanni Minafò
Giovanni Minafò
CCCalogero Cucchiara
Calogero Cucchiara
JDJennifer D'Anna
Jennifer D'Anna
LMLidia La Mendola
Lidia La Mendola

1 October 2018 in Engineering Structures
Verified
Journal Article
Closed access
Giovanni MinafòGiovanni Minafò
Giovanni Minafò
AMAlessia Monaco
Alessia Monaco
JDJennifer D'Anna
Jennifer D'Anna
LMLidia La Mendola
Lidia La Mendola

11 May 2020 in Frontiers in Built Environment
Verified
Journal Article
Open access
PDF file
Alessia MonacoAlessia Monaco
Alessia Monaco
Giovanni MinafòGiovanni Minafò
Giovanni Minafò
JDJennifer D'Anna
Jennifer D'Anna
MOM. Concetta Oddo
M. Concetta Oddo
LMLidia La Mendola
Lidia La Mendola
In this paper, the tensile behavior of Fiber Reinforced Cementitious Matrix (FRCM) strips is investigated through Finite Element (FE) models. The most adopted numerical modeling approaches for the simulation of the fiber-matrix interface law are described. Among them, the cohesive model is then used for the generation of FE models which are able to simulate the response under traction of FRCM strips tested in laboratory whose results are available in the technical literature. Tests on basalt, PBO and carbon coated FRCM specimens are taken into account also considering different mechanical ratios of the textile reinforcement. The comparison between FE results and experimental data allows validating the adopted numerical modeling approach. Finally, some considerations are provided on the effects of the fiber fabric mechanical ratio and the strength and stiffness of the interface on the tensile capacity of the FRCM strips.

21 November 2023 in Bulletin of Earthquake Engineering
Verified
Journal Article
Open access
PDF file
PCPiero Colajanni
Piero Colajanni
JDJennifer D'Anna
Jennifer D'Anna
Typological-observational methods still constitute one of the most commonly applied tools for evaluation of the seismic risk and vulnerability of the existing building stock. Their efficiency is mainly related to the effectiveness of the procedure for deriving fragility curves, and the reliability and completeness of the database that describes the building stock. This paper presents a comparison between the vulnerability and damage distribution assessment provided by fragility curves used in the Macroseismic and Heuristic methods, and a comparison of exposure evaluation methodologies according to two different approaches, namely a compartment- and a building-scale survey. An application to the case study of the residential building stock in the historic center of Alcamo, a town of 45,000 inhabitants in Western Sicily (Italy), shows the major reduction in fragility provided by recalibration of the masonry buildings’ ductility values that characterize the Heuristic method. Moreover, the efficiency of the compartment scale survey approach, based on the CARTIS typological-structural characterization method of ordinary buildings in urban areas, is underlined.

1 October 2020 in Composite Structures
Verified
Journal Article
Closed access
JDJennifer D'Anna
Jennifer D'Anna
GAGiuseppina Amato
Giuseppina Amato
JCJian-Fei Chen
Jian-Fei Chen
Giovanni MinafòGiovanni Minafò
Giovanni Minafò
LMLidia La Mendola
Lidia La Mendola