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G. Muscolino

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Muscolino, G. / Genovese, F. / Biondi, G. / Cascone, E. (2021): Generation of fully non-stationary random processes consistent with target seismic accelerograms. Dans: Soil Dynamics and Earthquake Engineering, v. 141 (février 2021).

    https://doi.org/10.1016/j.soildyn.2020.106467

  2. Palmeri, A. / Ricciardelli, F. / Muscolino, G. / De Luca, A. (2004): Effects of viscoelastic memory on the buffeting response of tall buildings. Dans: Wind & Structures, v. 7, n. 2 (avril 2004).

    https://doi.org/10.12989/was.2004.7.2.089

  3. Di Paola, M. / Muscolino, G. / Sofi, A. (2004): Monte Carlo simulation for the response analysis of long-span suspended cables under wind loads. Dans: Wind & Structures, v. 7, n. 2 (avril 2004).

    https://doi.org/10.12989/was.2004.7.2.107

  4. Alderucci, T. / Muscolino, G. / Urso, S. (2019): Stochastic analysis of linear structural systems under spectrum and site intensity compatible fully non-stationary artificial accelerograms. Dans: Soil Dynamics and Earthquake Engineering, v. 126 (novembre 2019).

    https://doi.org/10.1016/j.soildyn.2019.105762

  5. Palmeri, A. / Ricciardelli, F. / De Luca, A. / Muscolino, G. (2003): State Space Formulation for Linear Viscoelastic Dynamic Systems with Memory. Dans: Journal of Engineering Mechanics (ASCE), v. 129, n. 7 (juillet 2003).

    https://doi.org/10.1061/(asce)0733-9399(2003)129:7(715)

  6. Palmeri, A. / Ricciardelli, F. / Muscolino, G. / De Luca, A. (2004): Random Vibration of Systems with Viscoelastic Memory. Dans: Journal of Engineering Mechanics (ASCE), v. 130, n. 9 (septembre 2004).

    https://doi.org/10.1061/(asce)0733-9399(2004)130:9(1052)

  7. Spanos, P. D. / Cacciola, P. / Muscolino, G. (2004): Stochastic Averaging of Preisach Hysteretic Systems. Dans: Journal of Engineering Mechanics (ASCE), v. 130, n. 11 (novembre 2004).

    https://doi.org/10.1061/(asce)0733-9399(2004)130:11(1257)

  8. Gullo, I. / Muscolino, G. / Vasta, M. (1998): Non-Gaussian probability density function of SDOF linear structures under wind actions. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 74-76 (avril 1998).

    https://doi.org/10.1016/s0167-6105(98)00103-2

  9. Benfratello, S. / Falsone, G. / Muscolino, G. (1996): Influence of the quadratic term in the alongwind stochastic response of SDOF structures. Dans: Engineering Structures, v. 18, n. 9 (septembre 1996).

    https://doi.org/10.1016/0141-0296(95)00222-7

  10. Di Paola, M. / Falsone, G. / Muscolino, G. (1990): Random analysis of geometrically non-linear FE modelled structures under seismic actions. Dans: Structural Safety, v. 8, n. 1-4 (juillet 1990).

    https://doi.org/10.1016/0167-4730(90)90041-m

  11. Cacciola, P. / Impollonia, N. / Muscolino, G. (2003): Crack detection and location in a damaged beam vibrating under white noise. Dans: Computers & Structures, v. 81, n. 18-19 (août 2003).

    https://doi.org/10.1016/s0045-7949(03)00201-3

  12. Muscolino, G. / Sofi, A. (2017): Analysis of structures with random axial stiffness described by imprecise probability density functions. Dans: Computers & Structures, v. 184 (mai 2017).

    https://doi.org/10.1016/j.compstruc.2017.02.001

  13. Muscolino, G. / Palmeri, A. (2007): Peak response of non-linear oscillators under stationary white noise. Dans: Computers & Structures, v. 85, n. 5-6 (mars 2007).

    https://doi.org/10.1016/j.compstruc.2006.10.005

  14. Santoro, R. / Muscolino, G. / Elishakoff, I. (2015): Optimization and anti-optimization solution of combined parameterized and improved interval analyses for structures with uncertainties. Dans: Computers & Structures, v. 149 (mars 2015).

    https://doi.org/10.1016/j.compstruc.2014.11.006

  15. Muscolino, G. (1990): Analytical evaluation of structural response for stationary multicorrelated input. Dans: Computers & Structures, v. 34, n. 2 (janvier 1990).

    https://doi.org/10.1016/0045-7949(90)90376-d

  16. Benfratello, S. / Caddemi, S. / Muscolino, G. (2000): Gaussian and non-Gaussian stochastic sensitivity analysis of discrete structural system. Dans: Computers & Structures, v. 78, n. 1-3 (novembre 2000).

    https://doi.org/10.1016/s0045-7949(00)00086-9

  17. Benfratello, S. / Muscolino, G. (1998): A perturbation approach for the response of dynamically modified structural systems. Dans: Computers & Structures, v. 68, n. 1-3 (juillet 1998).

    https://doi.org/10.1016/s0045-7949(98)00026-1

  18. Muscolino, G. / Santoro, R. / Sofi, A. (2014): Explicit frequency response functions of discretized structures with uncertain parameters. Dans: Computers & Structures, v. 133 (mars 2014).

    https://doi.org/10.1016/j.compstruc.2013.11.007

  19. Sofi, A. / Muscolino, G. (2015): Static analysis of Euler–Bernoulli beams with interval Young's modulus. Dans: Computers & Structures, v. 156 (août 2015).

    https://doi.org/10.1016/j.compstruc.2015.04.002

  20. Muscolino, G. / Santoro, R. / Sofi, A. (2015): Explicit reliability sensitivities of linear structures with interval uncertainties under stationary stochastic excitation. Dans: Structural Safety, v. 52 (janvier 2015).

    https://doi.org/10.1016/j.strusafe.2014.03.001

  21. Muscolino, G. / Pirrotta, A. / Ricciardi, G. (1997): Non Gaussian closure techniques for the analysis of R-FBI isolation system. Dans: Journal of Structural Control, v. 4, n. 1 (juin 1997).

    https://doi.org/10.1002/stc.4300040106

  22. Falsone, G. / Muscolino, G. / Ricciardi, G. (1991): Combined dynamic response of primary and multiply connected cascaded secondary subsystems. Dans: Earthquake Engineering and Structural Dynamics, v. 20, n. 8 (août 1991).

    https://doi.org/10.1002/eqe.4290200804

  23. Falsone, G. / Muscolino, G. (1999): Cross‐correlation coefficients and modal combination rules for non‐classically damped systems. Dans: Earthquake Engineering and Structural Dynamics, v. 28, n. 12 (décembre 1999).

    https://doi.org/10.1002/(sici)1096-9845(199912)28:12<1669::aid-eqe888>3.3.co;2-2

  24. Falsone, G. / Muscolino, G. (1999): Cross-correlation coefficients and modal combination rules for non-classically damped systems. Dans: Earthquake Engineering and Structural Dynamics, v. 28, n. 12 (décembre 1999).

    https://doi.org/10.1002/(sici)1096-9845(199912)28:12<1669::aid-eqe888>3.0.co;2-b

  25. Di Paola, M. / Muscolino, G. (1984): Effect of epicentral direction on seismic response of asymmetric buildings. Dans: Earthquake Engineering and Structural Dynamics, v. 12, n. 1 (janvier 1984).

    https://doi.org/10.1002/eqe.4290120107

  26. Borino, G. / Muscolino, G. (1986): Mode-superposition methods in dynamic analysis of classically and non-classically damped linear systems. Dans: Earthquake Engineering and Structural Dynamics, v. 14, n. 5 (septembre 1986).

    https://doi.org/10.1002/eqe.4290140503

  27. Borino, G. / Di Paola, M. / Muscolino, G. (1988): Non-stationary spectral moments of base excited MDOF systems. Dans: Earthquake Engineering and Structural Dynamics, v. 16, n. 5 (juillet 1988).

    https://doi.org/10.1002/eqe.4290160509

  28. Muscolino, G. (1986): Stochastic analysis of linear structures subjected to multicorrelated filtered noises. Dans: Engineering Structures, v. 8, n. 2 (avril 1986).

    https://doi.org/10.1016/0141-0296(86)90027-1

  29. Biondi, B. / Muscolino, G. (2003): Component-mode synthesis method for coupled continuous and FE discretized substructures. Dans: Engineering Structures, v. 25, n. 4 (mars 2003).

    https://doi.org/10.1016/s0141-0296(02)00183-9

  30. Cacciola, P. / Colajanni, P. / Muscolino, G. (2004): Combination of Modal Responses Consistent with Seismic Input Representation. Dans: Journal of Structural Engineering (ASCE), v. 130, n. 1 (janvier 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:1(47)

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