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Paolo Castaldo
Paolo Castaldo
Verified email at polito.it
Title
Cited by
Cited by
Year
Seismic reliability of base-isolated structures with friction pendulum bearings
P Castaldo, B Palazzo, P Della Vecchia
Engineering Structures 95, 80-93, 2015
1972015
Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals
P Castaldo, D Gino, G Mancini
Engineering Structures 193, 136-153, 2019
1332019
Influence of FPS bearing properties on the seismic performance of base‐isolated structures
P Castaldo, E Tubaldi
Earthquake Engineering & Structural Dynamics 44 (15), 2817-2836, 2015
1152015
Seismic fragility and reliability of structures isolated by friction pendulum devices: seismic reliability‐based design (SRBD)
P Castaldo, G Amendola, B Palazzo
Earthquake engineering & structural dynamics 46 (3), 425-446, 2017
1142017
Seismic reliability‐based ductility demand evaluation for inelastic base‐isolated structures with friction pendulum devices
P Castaldo, B Palazzo, T Ferrentino
Earthquake engineering & structural dynamics 46 (8), 1245-1266, 2017
1132017
Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures
P Castaldo, D Gino, G Bertagnoli, G Mancini
Engineering Structures 176, 746-762, 2018
1122018
Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems
P Castaldo, D Gino, G Bertagnoli, G Mancini
Engineering Structures 211, 110496, 2020
1032020
Optimal integrated seismic design of structural and viscoelastic bracing‐damper systems
P Castaldo, M De Iuliis
Earthquake engineering & structural dynamics 43 (12), 1809-1827, 2014
1022014
Life-cycle cost and seismic reliability analysis of 3D systems equipped with FPS for different isolation degrees
P Castaldo, B Palazzo, P Della Vecchia
Engineering Structures 125, 349-363, 2016
942016
Optimal design of friction pendulum system properties for isolated structures considering different soil conditions
P Castaldo, M Ripani
Soil Dynamics and Earthquake Engineering 90, 74-87, 2016
922016
Optimal DCFP bearing properties and seismic performance assessment in nondimensional form for isolated bridges
P Castaldo, G Amendola
Earthquake Engineering & Structural Dynamics 50 (9), 2442-2461, 2021
772021
Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures
P Castaldo, E Tubaldi
Soil Dynamics and Earthquake Engineering 104, 346-364, 2018
772018
Seismic performance of an existing RC structure retrofitted with buckling restrained braces
P Castaldo, E Tubaldi, F Selvi, L Gioiella
Journal of Building Engineering 33, 101688, 2021
762021
Seismic reliability‐based ductility demand for hardening and softening structures isolated by friction pendulum bearings
P Castaldo, B Palazzo, G Alfano, MF Palumbo
Structural Control and Health Monitoring 25 (11), e2256, 2018
762018
Seismic reliability-based robustness assessment of three-dimensional reinforced concrete systems equipped with single-concave sliding devices
P Castaldo, G Mancini, B Palazzo
Engineering Structures 163, 373-387, 2018
712018
Integrated seismic design of structure and control systems
P Castaldo
Springer International Publishing, 2014
712014
Probabilistic analysis of excavation-induced damages to existing structures
P Castaldo, M Calvello, B Palazzo
Computers and Geotechnics 53, 17-30, 2013
712013
Effects of the axial force eccentricity on the time-variant structural reliability of aging rc cross-sections subjected to chloride-induced corrosion
P Castaldo, B Palazzo, A Mariniello
Engineering Structures 130, 261-274, 2017
652017
Probabilistic theory of plastic mechanism control for steel moment resisting frames
V Piluso, A Pisapia, P Castaldo, E Nastri
Structural Safety 76, 95-107, 2019
642019
Probabilistic assessment of groundwater leakage in diaphragm wall joints for deep excavations
P Castaldo, F Jalayer, B Palazzo
Tunnelling and Underground Space Technology 71, 531-543, 2018
642018
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