G. Fiorentino

发表

Preliminary data and field observations of the 21st August 2017 Ischia earthquake

C. Demartino, B. Briseghella, A. Fiore, 2018, Bulletin of Earthquake Engineering.

Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions

B. Briseghella, C. Nuti, D. Lavorato, 2020, Applied Sciences.

Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes

F. Sabetta, C. Baggio, A. Forte, 2018, Bulletin of Earthquake Engineering.

Asynchronous earthquake strong motion and RC bridges response

B. Briseghella, C. Nuti, I. Vanzi, 2018, Journal of Traffic and Transportation Engineering (English Edition).

A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections

B. Briseghella, C. Nuti, D. Lavorato, 2019, Structural Concrete.

Probabilistic seismic response and uncertainty analysis of continuous bridges under near-fault ground motions

G. Marano, B. Briseghella, C. Nuti, 2019, Frontiers of Structural and Civil Engineering.

RECENT ADVANCES IN DYNAMIC INVESTIGATION OF LEANING TOWER OF PISA

C. Nuti, G. Fiorentino, 2019, NED University Journal of Research.

Seismic Reassessment of the Leaning Tower of Pisa: Dynamic Monitoring, Site Response, and SSI

F. Sabetta, A. Pagliaroli, G. Lanzo, 2019, Earthquake Spectra.

The contribution of ReLUIS to the usability assessment of school buildings following the 2016 central Italy earthquake

Andrea Dall'Asta, Andrea Belleri, Alessandra Marini, 2017 .

LEANING TOWER OF PISA: RECENT STUDIES ON DYNAMIC RESPONSE AND SOIL-STRUCTURE INTERACTION

Briseghella, G. Quaranta, G. Mylonakis, 2018 .

Behavior of the Leaning Tower of Pisa: Insights on Seismic Input and Soil-Structure Interaction

Giuseppe Quaranta, Giuseppe Carlo Marano, Davide Lavorato, 2016 .

Seismic Re-assessment of the Leaning Tower of Pisa: Dynamic Monitoring, Site Response & SSI

F. Sabetta, A. Pagliaroli, G. Lanzo, 2019 .

Probabilistic evaluation of DAM base sliding

C. Nuti, G. Fiorentino, L. Furgani, 2015 .

Finite Element Analysis of Reinforced Concrete Bridge Piers Including a Flexure-Shear Interaction Model

B. Briseghella, C. Nuti, D. Lavorato, 2020, Applied Sciences.

Probabilistic Seismic Response Analysis on Continuous Bridges Under Near-Fault Ground Motions

B. Briseghella, C. Nuti, D. Lavorato, 2019, Iranian Journal of Science and Technology, Transactions of Civil Engineering.

Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments

Silvia Santini, Davide Lavorato, Camillo Nuti, 2018, International Journal of Advanced Structural Engineering.

IMPAβ: Incremental Modal Pushover Analysis for Bridges

Bruno Briseghella, Davide Lavorato, Camillo Nuti, 2020, Applied Sciences.

Repair of reinforced concrete bridge columns subjected to chloride‐induced corrosion with ultra‐high performance fiber reinforced concrete

G. Quaranta, B. Briseghella, C. Nuti, 2022, Structural Concrete.

Repair of reinforced concrete bridge columns subjected to chloride-induced corrosion with UHPFRC

G. Quaranta, B. Briseghella, C. Nuti, 2023 .

Time‐dependent cyclic behavior of reinforced concrete bridge columns under chlorides‐induced corrosion and rebars buckling

G. Quaranta, B. Briseghella, C. Nuti, 2021, Structural Concrete.

Integral abutment bridges: Investigation of seismic soil‐structure interaction effects by shaking table testing

A. Sextos, G. Mylonakis, A. Topa Gomes, 2020, Earthquake Engineering & Structural Dynamics.

Simulation of non-stationary stochastic ground motions based on recent Italian earthquakes

F. Sabetta, L. Luzi, A. Pugliese, 2021, Bulletin of Earthquake Engineering.

Influence of local site effects on seismic risk maps and ranking of Italian municipalities

F. Sabetta, G. Fiorentino, G. Falcone, 2023, Bulletin of Earthquake Engineering.

Behavior of the Leaning Tower of Pisa: Analysis of Experimental Data from Structural Dynamic Monitoring

Giuseppe Quaranta, Giorgio Monti, Giuseppe Carlo Marano, 2016 .

Numerical and experimental analysis of the leaning Tower of Pisa under earthquake

Giorgio Monti, Davide Lavorato, Camillo Nuti, 2017 .

One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil

Davide Lavorato, Camillo Nuti, Gabriele Fiorentino, 2018, Geosciences.

Application of the Incremental Modal Analysis for Bridges (IMPAb) Subjected to Near-Fault Ground Motions

B. Briseghella, C. Nuti, D. Lavorato, 2020 .

SEISMIC BEHAVIOUR OF NOVEL INTEGRAL ABUTMENT BRIDGES

B. Briseghella, G. Fiorentino, Fuyun Huang, 2019, NED University Journal of Research.

Seismic Assessment of Reinforced Concrete Frames: Influence of Shear-Flexure Interaction and Rebar Corrosion

Bruno Briseghella, Davide Lavorato, Camillo Nuti, 2020, ICCSA.