Giuseppe Muscolino 
- (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).
- (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).
- (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).
- (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).
- (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).
- (1996): Dynamically Modified Linear Structures: Deterministic and Stochastic Response. In: Journal of Engineering Mechanics (ASCE), v. 122, n. 11 (November 1996).
- (1989): Mode‐Superposition Methods for Elastoplastic Systems. In: Journal of Engineering Mechanics (ASCE), v. 115, n. 10 (October 1989).
- (1988): Nonstationary Envelope in Random Vibration Theory. In: Journal of Engineering Mechanics (ASCE), v. 114, n. 8 (August 1988).
- (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).
- (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).
- (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).
- (2005): A dynamic reanalysis technique for general structural modifications under deterministic or stochastic input. In: Computers & Structures, v. 83, n. 14 (May 2005).
- (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).
- (2001): Mode-superposition correction method for deterministic and stochastic analysis of structural systems. In: Computers & Structures, v. 79, n. 26-28 (November 2001).
- (2011): Deterministic and stochastic seismic analysis of buildings with uncertain-but-bounded mass distribution. In: Computers & Structures, v. 89, n. 21-22 (November 2011).
- (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).
- (1990): Dynamic response of multiply connected primary-secondary systems. In: Earthquake Engineering and Structural Dynamics, v. 19, n. 2 (February 1990).
- (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).
- (1995): Response of non-classically damped structures in the modal subspace. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 9 (September 1995).
- (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).
- (2004): New real-value modal combination rules for non-classically damped structures. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 12 (October 2004).
- (1985): Response Maxima of a Sdof System Under Seismic Action. In: Journal of Structural Engineering (ASCE), v. 111, n. 9 (September 1985).
- (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).
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