STACUL, STEFANO Statistiche
STACUL, STEFANO
DIPARTIMENTO DI INGEGNERIA CIVILE E INDUSTRIALE
Available methods for the identification of the foundation system and depth in case of existing bridges
2024-01-01 Stacul, Stefano; Squeglia, Nunziante
Definition of direct and indirect types of landslide-bridge interference and a checklist for identifying and characterizing potential landslides
2024-01-01 Perilli, Nicola; Lombardi, Massimiliano; Nenci, Nicola; Squeglia, Nunziante; Stacul, Stefano
Insights into Landslide Interaction with Bridges and Viaducts: Lessons from Italian Case Studies and Database Analysis
2024-01-01 Salciarini, Diana; Cernuto, Erica; Dezi, Francesca; Brezzi, Lorenzo; Squeglia, Nunziante; Gabrieli, Fabio; Stacul, Stefano; Doglioni, Angelo; Mammoliti, Elisa; Gibin, Fabiola; Capati, Giulia; Simeone, Vincenzo; Simonini, Paolo
Key areas and rearrangement of the workflow for the evaluation of the landslide class of attention parameters of existing bridges
2024-01-01 Perilli, Nicola; Stacul, Stefano; Lombardi, Massimiliano; Nenci, Nicola; Squeglia, Nunziante
Lessons from international case studies on bridge-slide interaction problems
2024-01-01 Gabrieli, Fabio; Gibin, Fabiola; Brezzi, Lorenzo; Cernuto, Erica; Lupatelli, Arianna; Salciarini, Diana; Mammoliti, Elisa; Dezi, Francesca; Stacul, Stefano; Squeglia, Nunziante; Doglioni, Angelo; Simeone, Vincenzo; Simonini, Paolo
On the use and effectiveness of the Italian Landslide Hazard Map for the assessment of the Landslide Class of Attention according to the Italian Guidelines for classifying the risk of existing bridges
2024-01-01 Stacul, Stefano; Squeglia, Nunziante; Perilli, Nicola
Relevance of the Foundation Input Motion in the assessment of the seismic response of pile-supported bridge piers
2024-01-01 Stacul, Stefano; Squeglia, Nunziante
Use of seismic piezocone for the assessment of the propagation velocity of body waves
2024-01-01 Lo Presti, D.; Fiera, F.; Perini, M.; Pagani, E.; Siviero, M.; Stacul, S.
SEMI-ANALYTICAL SOLUTIONS FOR EVALUATING THE FIM FOR PILE FOUNDATIONS
2023-01-01 Stacul, S.; Squeglia, N.
Capability of seismic CPTu and DMT in assessing propagation velocity of body waves: A comparative study
2022-01-01 Stacul, S.; Lo Presti, D.; Nenci, N.; Fiera, F.; Perini, M.; Marchetti, D.; Pagani, E.; Siviero, M.
Kinematic Soil-Pile Interaction under Earthquake-Induced Nonlinear Soil and Pile Behavior: An Equivalent-Linear Approach
2022-01-01 Stacul, S.; Rovithis, E.; Di Laora, R.
BANCA DATI DI PROVE CPTM PER LA VALUTAZIONE DEL POTENZIALE DI LIQUEFAZIONE NELL’AREA COSTIERA DELLA REGIONE TOSCANA
2021-01-01 Magalotti, A.; Stacul, S.; Baglione, M.; Meisina, C.; Lo Presti, D.
Development and Use of a Minicone for Liquefaction Risk Evaluation in Layered Soil Deposits
2021-01-01 Meisina, C.; Ozturk Kardogan, P. S.; Boni, R.; Stacul, S.; Castaldini, D.; Fontana, D.; Lugli, S.; Bordoni, M.; Lo Presti, D.
EFFICIENZA DI GRUPPI DI PALI SOGGETTI A CARICHI TRASVERSALI
2021-01-01 Vaccaro, M.; Stacul, S.; Squeglia, N.
INTERAZIONE CINEMATICA PALO-TERRENO IN PRESENZA DI STRATI LIQUEFACIBILI: ANALISI FEM VS. METODI SEMPLIFICATI
2021-01-01 Pagnini, F.; Stacul, S.; Squeglia, N.
Kinematic pile-head bending under large earthquake-induced shear strains
2021-01-01 Stacul, S.; Rovithis, E.; Di Laora, R.
Numerical Assessment of Laterally Loaded Pile Group Efficiency
2021-01-01 Stacul, S.; Vaccaro, M.; Squeglia, N.
The contribution of vegetation to the shallow slopes stability
2021-01-01 Capilleri, P. P.; Stacul, S.; Lo Presti, D.
Use of 1D and 2D seismic response analyses of soil deposits for seismic Microzonation of urban areas in Tuscany (Italy)
2021-01-01 Giusti, I; Stacul, S; Lo Presti, D
Valutazione semplificata del momento flettente cinematico considerando il comportamento non lineare del palo e del terreno
2021-01-01 Stacul, S.; Rovithis, E.; Di Laora, R.