Marius Mosoarca

Prof. Dr. Marius Mosoarca

Faculty of Architecture and Town Planning, Polytechnic University of Timisoara, Timisoara, Romania
orcid

Research Focus & Metrics

Academic Career Length

18Years (2009-Present)

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

Representative Publications

View All Publications
1 July 2019 in Engineering Failure Analysis
Verified
Journal Article
Closed access
Marius MosoarcaMarius Mosoarca
Marius Mosoarca
Iasmina OnescuIasmina Onescu
Iasmina Onescu
EOEugen Onescu
Eugen Onescu
BABianca Azap
Bianca Azap
NCNicola Chieffo
Nicola Chieffo
MSMirela Szitar-Sirbu
Mirela Szitar-Sirbu

16 August 2023 in Engineering Failure Analysis
Verified
Journal Article
Open access
AMAnna Lo Monaco
Anna Lo Monaco
NGNicola Grillanda
Nicola Grillanda
Iasmina OnescuIasmina Onescu
Iasmina Onescu
MFMihai Fofiu
Mihai Fofiu
Francesco ClementiFrancesco Clementi
Francesco Clementi
Marius MosoarcaMarius Mosoarca
Marius Mosoarca

1 December 2017 in Engineering Failure Analysis
Verified
Journal Article
Closed access
Marius MosoarcaMarius Mosoarca
Marius Mosoarca
Alexandra KellerAlexandra Keller
Alexandra Keller
CPCristian Petrus
Cristian Petrus
ARAndrei Racolta
Andrei Racolta

1 June 2014 in Engineering Failure Analysis
Verified
Journal Article
Closed access
Marius MosoarcaMarius Mosoarca
Marius Mosoarca

29 December 2017 in The Open Civil Engineering Journal
Verified
Journal Article
Open access
PDF file
Antonio FormisanoAntonio Formisano
Antonio Formisano
NCNicola Chieffo
Nicola Chieffo
Marius MosoarcaMarius Mosoarca
Marius Mosoarca
Introduction: The preservation of masonry buildings typical of Italian historical centres represents a very pressing dilemma founded on recovery need of the urban fabric original character. Methods: In the paper, based on a speedy methodology developed by some of the authors on building aggregates, the seismic vulnerability quick estimation of some masonry compounds in the heart of the town of San Potito Sannitico (Caserta, Italy) is presented and compared to the results achieved from applying the basic literature method for isolated constructions. Results and Conclusion: Finally, the damage scenario of inspected buildings has been shown by highlighting clearly the influence of different positions of structural units on the damages that masonry aggregates should suffer under different grade earthquakes, leading to individuate the most vulnerable buildings.