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Giuseppe Muscolino ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Genovese, Federica / Alderucci, Tiziana / Muscolino, Giuseppe (2023): Design sensitivity analysis of structural systems with damping devices subjected to fully non-stationary stochastic seismic excitations. In: Computers & Structures, v. 284 (August 2023).

    https://doi.org/10.1016/j.compstruc.2023.107067

  2. Genovese, Federica / Biondi, Giovanni / Cascone, Ernesto / Muscolino, Giuseppe (2023): Energy‐compatible modulating functions for the stochastic generation of fully non‐stationary artificial accelerograms and their effects on seismic site response analysis. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 9 (9 June 2023).

    https://doi.org/10.1002/eqe.3889

  3. Roncallo, Luca / Solari, Giovanni / Muscolino, Giuseppe / Tubino, Federica (2022): Maximum dynamic response of linear elastic SDOF systems based on an evolutionary spectral model for thunderstorm outflows. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 224 (May 2022).

    https://doi.org/10.1016/j.jweia.2022.104978

  4. Muscolino, Giuseppe / Genovese, Federica / Sofi, Alba (2022): Reliability Bounds for Structural Systems Subjected to a Set of Recorded Accelerograms Leading to Imprecise Seismic Power Spectrum. In: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 8, n. 2 (June 2022).

    https://doi.org/10.1061/ajrua6.0001215

  5. Alderucci, Tiziana / Muscolino, Giuseppe (2016): Fully Nonstationary Analysis of Linear Structural Systems Subjected to Multicorrelated Stochastic Excitations. In: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 2, n. 2 (June 2016).

    https://doi.org/10.1061/ajrua6.0000842

  6. Muscolino, Giuseppe (1996): Dynamically Modified Linear Structures: Deterministic and Stochastic Response. In: Journal of Engineering Mechanics (ASCE), v. 122, n. 11 (November 1996).

    https://doi.org/10.1061/(asce)0733-9399(1996)122:11(1044)

  7. Muscolino, Giuseppe (1989): Mode‐Superposition Methods for Elastoplastic Systems. In: Journal of Engineering Mechanics (ASCE), v. 115, n. 10 (October 1989).

    https://doi.org/10.1061/(asce)0733-9399(1989)115:10(2199)

  8. Muscolino, Giuseppe (1988): Nonstationary Envelope in Random Vibration Theory. In: Journal of Engineering Mechanics (ASCE), v. 114, n. 8 (August 1988).

    https://doi.org/10.1061/(asce)0733-9399(1988)114:8(1396)

  9. Muscolino, Giuseppe / Sofi, Alba (2011): Response Statistics of Linear Structures With Uncertain-but-bounded Parameters Under Gaussian Stochastic Input. In: International Journal of Structural Stability and Dynamics, v. 11, n. 4 (August 2011).

    https://doi.org/10.1142/s0219455411004348

  10. Basone, Francesco / Cavaleri, Liborio / Di Trapani, Fabio / Muscolino, Giuseppe (2017): Incremental dynamic based fragility assessment of reinforced concrete structures: Stationary vs. non-stationary artificial ground motions. In: Soil Dynamics and Earthquake Engineering, v. 103 (December 2017).

    https://doi.org/10.1016/j.soildyn.2017.09.019

  11. Muscolino, Giuseppe / Sofi, Alba / Zingales, Massimiliano (2013): One-dimensional heterogeneous solids with uncertain elastic modulus in presence of long-range interactions: Interval versus stochastic analysis. In: Computers & Structures, v. 122 (June 2013).

    https://doi.org/10.1016/j.compstruc.2013.03.005

  12. Cacciola, Pierfrancesco / Impollonia, Nicola / Muscolino, Giuseppe (2005): A dynamic reanalysis technique for general structural modifications under deterministic or stochastic input. In: Computers & Structures, v. 83, n. 14 (May 2005).

    https://doi.org/10.1016/j.compstruc.2004.11.017

  13. Cacciola, Pierfrancesco / Muscolino, Giuseppe (2002): Dynamic response of a rectangular beam with a known non-propagating crack of certain or uncertain depth. In: Computers & Structures, v. 80, n. 27-30 (November 2002).

    https://doi.org/10.1016/s0045-7949(02)00255-9

  14. Benfratello, Salvatore / Muscolino, Giuseppe (2001): Mode-superposition correction method for deterministic and stochastic analysis of structural systems. In: Computers & Structures, v. 79, n. 26-28 (November 2001).

    https://doi.org/10.1016/s0045-7949(01)00084-0

  15. Cacciola, Pierfrancesco / Muscolino, Giuseppe / Versaci, Claudia (2011): Deterministic and stochastic seismic analysis of buildings with uncertain-but-bounded mass distribution. In: Computers & Structures, v. 89, n. 21-22 (November 2011).

    https://doi.org/10.1016/j.compstruc.2011.05.017

  16. Palmeri, Alessandro / Muscolino, Giuseppe (2011): A numerical method for the time-domain dynamic analysis of buildings equipped with viscoelastic dampers. In: Structural Control and Health Monitoring, v. 18, n. 5 (August 2011).

    https://doi.org/10.1002/stc.388

  17. Muscolino, Giuseppe (1990): Dynamic response of multiply connected primary-secondary systems. In: Earthquake Engineering and Structural Dynamics, v. 19, n. 2 (February 1990).

    https://doi.org/10.1002/eqe.4290190205

  18. D'Aveni, Antonino / Muscolino, Giuseppe (2001): Improved dynamic correction method in seismic analysis of both classically and non-classically damped structures. In: Earthquake Engineering and Structural Dynamics, v. 30, n. 4 (April 2001).

    https://doi.org/10.1002/eqe.20

  19. D'Aveni, Antonino / Muscolino, Giuseppe (1995): Response of non-classically damped structures in the modal subspace. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 9 (September 1995).

    https://doi.org/10.1002/eqe.4290240907

  20. Muscolino, Giuseppe / Palmeri, Alessandro / Versaci, Claudia (2013): Damping-adjusted combination rule for the response spectrum analysis of base-isolated buildings. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 2 (February 2013).

    https://doi.org/10.1002/eqe.2200

  21. Falsone, Giovanni / Muscolino, Giuseppe (2004): New real-value modal combination rules for non-classically damped structures. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 12 (October 2004).

    https://doi.org/10.1002/eqe.394

  22. Di Paola, Mario / Muscolino, Giuseppe (1985): Response Maxima of a Sdof System Under Seismic Action. In: Journal of Structural Engineering (ASCE), v. 111, n. 9 (September 1985).

    https://doi.org/10.1061/(asce)0733-9445(1985)111:9(2033)

  23. Muscolino, Giuseppe / Versaci, Claudia (2014): Interval complete quadratic combination rule for the response spectrum analysis of buildings with accidental eccentricity. In: Earthquake Engineering and Structural Dynamics, v. 43, n. 15 (December 2014).

    https://doi.org/10.1002/eqe.2445

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