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Francesco Porco
Francesco Porco
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On the role of equivalent strut models in the seismic assessment of infilled RC buildings
G Uva, D Raffaele, F Porco, A Fiore
Engineering Structures 42, 83-94, 2012
1722012
Appraisal of masonry infill walls effect in the seismic response of RC framed buildings: A case study
G Uva, F Porco, A Fiore
Engineering Structures 34, 514-526, 2012
1462012
About the influence of the infill panels over the collapse mechanisms actived under pushover analyses: two case studies
A Fiore, F Porco, D Raffaele, G Uva
Soil Dynamics and Earthquake Engineering 39, 11-22, 2012
782012
On the dispersion of data collected by in situ diagnostic of the existing concrete
A Fiore, F Porco, G Uva, M Mezzina
Construction and Building Materials 47, 208-217, 2013
662013
Two frugal options to assess class fragility and seismic safety for low-rise reinforced concrete school buildings in Southern Italy
S Ruggieri, F Porco, G Uva, D Vamvatsikos
Bulletin of Earthquake Engineering 19, 1415-1439, 2021
632021
Proposal of a methodology for assessing the reliability of in situ concrete tests and improving the estimate of the compressive strength
G Uva, F Porco, A Fiore, M Mezzina
Construction and Building Materials 38, 72-83, 2013
582013
A practical approach for estimating the floor deformability in existing RC buildings: Evaluation of the effects in the structural response and seismic fragility
S Ruggieri, F Porco, G Uva
Bulletin of Earthquake Engineering 18, 2083-2113, 2020
552020
Structural monitoring using fiber optic sensors of a pre-stressed concrete viaduct during construction phases
G Uva, F Porco, A Fiore, G Porco
Case Studies in Nondestructive Testing and Evaluation 2, 27-37, 2014
492014
The influence of infilled panels in retrofitting interventions of existing reinforced concrete buildings: A case study
F Porco, A Fiore, G Uva, D Raffaele
Structure and Infrastructure Engineering 11 (2), 162-175, 2015
382015
Monitoring and safety for prestressed bridge girders by SOFO sensors
F Porco, A Fiore, G Porco, G Uva
Journal of Civil Structural Health Monitoring 3, 3-18, 2013
342013
A numerical procedure for modeling the floor deformability in seismic analysis of existing RC buildings
S Ruggieri, F Porco, G Uva
Journal of Building Engineering 19, 273-284, 2018
302018
Simplified vulnerability assessment of reinforced concrete circular piers in multi-span simply supported bridges
D Raffaele, F Porco, A Fiore, G Uva
Structure and Infrastructure Engineering 10 (8), 950-962, 2014
272014
Effects in conventional nonlinear static analysis: Evaluation of control node position
G Uva, F Porco, A Fiore, S Ruggieri
Structures 13, 178-192, 2018
262018
Seismic assessment of irregular existing building: Appraisal of the influence of compressive strength variation by means of nonlinear conventional and multimodal static analysis
F Porco, S Ruggieri, G Uva
Ing. Sismica 35, 64-86, 2018
232018
The assessment of structural concretes during construction phases
G Uva, F Porco, A Fiore, M Mezzina
Structural Survey 32 (3), 189-208, 2014
232014
Assessment of concrete degradation in existing structures: a practical procedure
F Porco, G Uva, A Fiore, M Mezzina
Structural Engineering and Mechanics 52 (4), 701-721, 2014
172014
A finite element with micro-scale effects for the linear analysis of masonry brickwork
G Salerno, A Bilotta, F Porco
Computer methods in applied mechanics and engineering 190 (34), 4365-4378, 2001
172001
Effects of the yield and ultimate strengths of the equivalent strut models on the response of existing buildings with infill panels
A Fiore, F Porco, G Uva
International Journal of Structural Engineering 6 (2), 140-157, 2015
152015
Simplified moment-curvature relationship in analytical form for circular RC sections
R Gentile, F Porco, D Raffaele, G Uva
Bulletin of the New Zealand Society for earthquake engineering 51 (3), 145-158, 2018
142018
Experimental characterization of “non-engineered” masonry systems in a highly seismic prone area
F Porco, G Porco, G Uva, M Sangirardi
Construction and Building Materials 48, 406-416, 2013
142013
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
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