Antonio Forcina

Dr. Antonio Forcina

Department of Engineering, University of Naples "Parthenope", 38 - 80133 Naples, Italy
orcid

Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

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

Representative Publications

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1 December 2020 in Computers in Industry
Verified
Journal Article
Closed access
Luca SilvestriLuca Silvestri
Luca Silvestri
Antonio ForcinaAntonio Forcina
Antonio Forcina
VIVito Introna
Vito Introna
ASAnnalisa Santolamazza
Annalisa Santolamazza
VCVittorio Cesarotti
Vittorio Cesarotti

11 May 2018 in Buildings
Verified
Journal Article
Open access
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Francesco ColangeloFrancesco Colangelo
Francesco Colangelo
Antonio ForcinaAntonio Forcina
Antonio Forcina
Ilenia FarinaIlenia Farina
Ilenia Farina
Antonella PetrilloAntonella Petrillo
Antonella Petrillo
Concrete production causes significant environmental damage during its entire life cycle due to the large consumption of natural aggregate. The aim of this research was to use the Life Cycle Assessment (LCA) methodology to conduct a comparative analysis of four different concrete mixtures, i.e., construction and demolition waste (CDW), incinerator ashes, marble sludge, and blast furnace slag. The LCA study was implemented in the Campania Region of Italy. The main contribution of the study was that it proposed the use of “green” recycled aggregates in concrete production in order to assess the reduction of potential adverse impacts, from both environmental and energy perspectives. SimaPro© software was used to conduct the analysis. The main results of the research showed that the recycled aggregates that were analyzed were preferable to traditional concrete. In particular, the recycled aggregate that had the least adverse impact on the environment was blast furnace waste.

1 February 2018 in Science of The Total Environment
Verified
Journal Article
Closed access
Francesco ColangeloFrancesco Colangelo
Francesco Colangelo
Antonella PetrilloAntonella Petrillo
Antonella Petrillo
Raffaele CioffiRaffaele Cioffi
Raffaele Cioffi
CBClaudia Borrelli
Claudia Borrelli
Antonio ForcinaAntonio Forcina
Antonio Forcina

9 April 2024 in Management Review Quarterly
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Journal Article
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MNmaria elena nenni
maria elena nenni
Fabio De FeliceFabio De Felice
Fabio De Felice
CLCristina De Luca
Cristina De Luca
Antonio ForcinaAntonio Forcina
Antonio Forcina
Among the causes of the low success rate of the projects (around 35% of the total) is the low level of maturity of the technologies available for the management of the projects themselves. However, today many researchers, startups and innovative companies are starting to apply artificial intelligence (AI), machine learning and other advanced technologies to the field of project management. By 2030 the industry will undergo significant changes. By using the Preferred Reporting Items for Systematic Review and Meta-Analyses (PRISMA) protocol this paper explores the intersection of project risk management and AI. The study highlights how AI-driven methodologies and tools can revolutionize the way project risks are managed throughout the project lifecycle. Specifically, 215 papers have been analysed to explore how the scientific community has been moving so far on the topic. Besides, a cross-sectional investigation of the PM processes and AI categories/tools was carried out to identify any path that is prevalent, where the prevalence comes from, and for which PM process or sector it is most successful. Finally, from this study several gaps emerged that scientific research would have to fill to effectively implement AI in PM and that have been turned into opportunities for future research in the form of a research agenda.

1 March 2012 in Brain Research Bulletin
Verified
Journal Article
Closed access
Francesco TomaiuoloFrancesco Tomaiuolo
Francesco Tomaiuolo
UBUmberto Bivona
Umberto Bivona
JLJason P. Lerch
Jason P. Lerch
MPMargherita Di Paola
Margherita Di Paola
GCGiovanni A. Carlesimo
Giovanni A. Carlesimo
RFRita Formisano
Rita Formisano

Farshad BahooToroodyFarshad BahooToroody
Farshad BahooToroody
Saeed KhalajSaeed Khalaj
Saeed Khalaj
Leonardo LeoniLeonardo Leoni
Leonardo Leoni
Filippo De CarloFilippo De Carlo
Filippo De Carlo
Gianpaolo Di BonaGianpaolo Di Bona
Gianpaolo Di Bona
Antonio ForcinaAntonio Forcina
Antonio Forcina
Geosynthetics are extensively utilized to improve the stability of geotechnical structures and slopes in urban areas. Among all existing geosynthetics, geotextiles are widely used to reinforce unstable slopes due to their capabilities in facilitating reinforcement and drainage. To reduce settlement and increase the bearing capacity and slope stability, the classical use of geotextiles in embankments has been suggested. However, several catastrophic events have been reported, including failures in slopes in the absence of geotextiles. Many researchers have studied the stability of geotextile-reinforced slopes (GRSs) by employing different methods (analytical models, numerical simulation, etc.). The presence of source-to-source uncertainty in the gathered data increases the complexity of evaluating the failure risk in GRSs since the uncertainty varies among them. Consequently, developing a sound methodology is necessary to alleviate the risk complexity. Our study sought to develop an advanced risk-based maintenance (RBM) methodology for prioritizing maintenance operations by addressing fluctuations that accompany event data. For this purpose, a hierarchical Bayesian approach (HBA) was applied to estimate the failure probabilities of GRSs. Using Markov chain Monte Carlo simulations of likelihood function and prior distribution, the HBA can incorporate the aforementioned uncertainties. The proposed method can be exploited by urban designers, asset managers, and policymakers to predict the mean time to failures, thus directly avoiding unnecessary maintenance and safety consequences. To demonstrate the application of the proposed methodology, the performance of nine reinforced slopes was considered. The results indicate that the average failure probability of the system in an hour is 2.8×10−5 during its lifespan, which shows that the proposed evaluation method is more realistic than the traditional methods.