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Miceli, Elena / Gino, Diego / Castaldo, Paolo (2024): Approaches to estimate global safety factors for reliability assessment of RC structures using non-linear numerical analyses. In: Engineering Structures, v. 311 (July 2024).
https://doi.org/10.1016/j.engstruct.2024.118193
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Gino, Diego / Miceli, Elena / Castaldo, Paolo / Recupero, Antonino / Mancini, Giuseppe (2024): Strain-based method for assessment of global resistance safety factors for NLNAs of reinforced concrete structures. In: Engineering Structures, v. 304 (April 2024).
https://doi.org/10.1016/j.engstruct.2024.117625
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Bertagnoli, Gabriele / Ferrara, Mario / Miceli, Elena / Castaldo, Paolo / Giordano, Luca (2024): Safety assessment of an existing bridge deck subject to different damage scenarios through the global safety format ECOV. In: Engineering Structures, v. 306 (May 2024).
https://doi.org/10.1016/j.engstruct.2024.117859
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Palermo, Michele / Ponzo, Felice Carlo / Foti, Dora / Mazza, Fabio / Takewaki, Izuru / Castaldo, Paolo (2023): Energy dissipation devices and vibration-control systems for structures and infrastructures to mitigate damages under different hazards. In: Frontiers in Built Environment, v. 9 (February 2023).
https://doi.org/10.3389/fbuil.2023.1328920
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Miceli, Elena / Castaldo, Paolo (2024): Robustness improvements for 2D reinforced concrete moment resisting frames: Parametric study by means of NLFE analyses. In: Structural Concrete, v. 25, n. 1 (January 2024).
https://doi.org/10.1002/suco.202300443
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Castaldo, Paolo / Miceli, Elena (2023): Optimal single concave sliding device properties for isolated multi-span continuous deck bridges depending on the ground motion characteristics. In: Soil Dynamics and Earthquake Engineering, v. 173 (October 2023).
https://doi.org/10.1016/j.soildyn.2023.108128
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Auad, Gaspar / Castaldo, Paolo / Almazán, José L. (2023): Comparative seismic performance of a moment frame equipped with Lateral Impact Resilient Double Concave Frictional devices. In: Procedia Structural Integrity, v. 44 ( 2023).
https://doi.org/10.1016/j.prostr.2023.01.188
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Gino, Diego / Miceli, Elena / Castaldo, Paolo (2023): Seismic reliability analysis of isolated deck bridges using friction pendulum devices. In: Procedia Structural Integrity, v. 44 ( 2023).
https://doi.org/10.1016/j.prostr.2023.01.184
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Auad, Gaspar / Castaldo, Paolo / Almazán, José L. (2022): Seismic reliability of structures equipped with LIR‐DCFP bearings in terms of superstructure ductility and isolator displacement. In: Earthquake Engineering and Structural Dynamics, v. 51, n. 13 (25 October 2022).
https://doi.org/10.1002/eqe.3719
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Castaldo, Paolo / Gino, Diego / Marano, Giuseppe Carlo / Mancini, Giuseppe (2022): Aleatory uncertainties with global resistance safety factors for non-linear analyses of slender reinforced concrete columns. In: Engineering Structures, v. 255 (March 2022).
https://doi.org/10.1016/j.engstruct.2022.113920
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Castaldo, Paolo / Amendola, Guglielmo (2021): Optimal DCFP bearing properties and seismic performance assessment in nondimensional form for isolated bridges. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 9 (25 July 2021).
https://doi.org/10.1002/eqe.3454
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Gino, Diego / Castaldo, Paolo / Giordano, Luca / Mancini, Giuseppe (2021): Model uncertainty in non‐linear numerical analyses of slender reinforced concrete members. In: Structural Concrete, v. 22, n. 2 (April 2021).
https://doi.org/10.1002/suco.202000600
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Castaldo, Paolo / Gino, Diego / Bertagnoli, Gabriele / Mancini, Giuseppe (2020): Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems. In: Engineering Structures, v. 211 (May 2020).
https://doi.org/10.1016/j.engstruct.2020.110496
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Castaldo, Paolo / Nastri, Elide / Piluso, Vincenzo (2017): Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis. In: Thin-Walled Structures, v. 115 (June 2017).
https://doi.org/10.1016/j.tws.2017.02.006
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Gino, Diego / Castaldo, Paolo / Bertagnoli, Gabriele / Giordano, Luca / Mancini, Giuseppe (2020): Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge. In: Structural Concrete, v. 21, n. 1 (February 2020).
https://doi.org/10.1002/suco.201900231
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Palazzo, Bruno / Castaldo, Paolo / Marino, Ivana (2015): The Dissipative Column: A New Hysteretic Damper. In: Buildings, v. 5, n. 1 (January 2015).
https://doi.org/10.3390/buildings5010163
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Basone, Francesco / Castaldo, Paolo / Cavaleri, Liborio / Di Trapani, Fabio (2019): Response spectrum analysis of frame structures: reliability-based comparison between complete quadratic combination and damping-adjusted combination. In: Bulletin of Earthquake Engineering, v. 17, n. 5 (January 2019).
https://doi.org/10.1007/s10518-019-00559-7
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Castaldo, Paolo / Gino, Diego / Mancini, Giuseppe (2019): Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals. In: Engineering Structures, v. 193 (August 2019).
https://doi.org/10.1016/j.engstruct.2019.05.029
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Piluso, Vincenzo / Pisapia, Alessandro / Castaldo, Paolo / Nastri, Elide (2019): Probabilistic Theory of Plastic Mechanism Control for Steel Moment Resisting Frames. In: Structural Safety, v. 76 (January 2019).
https://doi.org/10.1016/j.strusafe.2018.08.003
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Castaldo, Paolo / Palazzo, Bruno / Alfano, Gaetano / Palumbo, Mario Francesco (2018): Seismic reliability-based ductility demand for hardening and softening structures isolated by friction pendulum bearings. In: Structural Control and Health Monitoring, v. 25, n. 11 (November 2018).
https://doi.org/10.1002/stc.2256
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Castaldo, Paolo / Calvello, Michele / Palazzo, Bruno (2014): Structural safety of existing buildings near deep excavations. In: International Journal of Structural Engineering, v. 5, n. 2 ( 2014).
https://doi.org/10.1504/ijstructe.2014.060907
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Castaldo, Paolo / Palazzo, Bruno / Ferrentino, Tatiana (2017): Seismic reliability-based ductility demand evaluation for inelastic base-isolated structures with friction pendulum devices. In: Earthquake Engineering and Structural Dynamics, v. 46, n. 8 (10 July 2017).
https://doi.org/10.1002/eqe.2854
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Castaldo, Paolo / Tubaldi, Enrico (2015): Influence of FPS bearing properties on the seismic performance of base-isolated structures. In: Earthquake Engineering and Structural Dynamics, v. 44, n. 15 (December 2015).
https://doi.org/10.1002/eqe.2610
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Castaldo, Paolo / De Iuliis, Massimiliano (2014): Optimal integrated seismic design of structural and viscoelastic bracing-damper systems. In: Earthquake Engineering and Structural Dynamics, v. 43, n. 12 (September 2014).
https://doi.org/10.1002/eqe.2425
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Castaldo, Paolo / Amendola, Guglielmo / Palazzo, Bruno (2017): Seismic fragility and reliability of structures isolated by friction pendulum devices: seismic reliability-based design (SRBD). In: Earthquake Engineering and Structural Dynamics, v. 46, n. 3 (March 2017).
https://doi.org/10.1002/eqe.2798
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Castaldo, Paolo / Gino, Diego / Bertagnoli, Gabriele / Mancini, Giuseppe (2018): Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures. In: Engineering Structures, v. 176 (December 2018).
https://doi.org/10.1016/j.engstruct.2018.09.041
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Castaldo, Paolo / Nastri, Elide / Piluso, Vincenzo / Pisapia, Alessandro (2017): 11.09: Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulations. In: ce/papers, v. 1, n. 2-3 (September 2017).
https://doi.org/10.1002/cepa.341
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Castaldo, Paolo / Nastri, Elide / Piluso, Vincenzo / Pisapia, Alessandro (2017): 11.10: Probabilistic theory of plastic mechanism control. In: ce/papers, v. 1, n. 2-3 (September 2017).
https://doi.org/10.1002/cepa.342
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Castaldo, Paolo / Gino, Diego / Carbone, Vincenzo Ilario / Mancini, Giuseppe (2018): Framework for definition of design formulations from empirical and semi-empirical resistance models. In: Structural Concrete, v. 19, n. 4 (August 2018).
https://doi.org/10.1002/suco.201800083