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    Response Maxima of a Sdof System Under Seismic Action 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 009
    Author(s): Mario Di Paola; Giuseppe Muscolino
    Publisher: American Society of Civil Engineers
    Abstract: A semi‐empirical method for the evaluation of the statistical characteristics of the mean, variance and the maximum response peak of a single degree of freedom linear system under seismic action is presented. The nonstationary ...
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    Stochastic Response of Offshore Structures by a New Approach to Statistical Cubicization 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2002:;volume( 124 ):;issue: 001:;page 6
    Author(s): Mario Di Paola; Giuseppe Failla
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This study presents a new statistical cubicization approach for predicting the stochastic response of offshore platforms subjected to a Morison-type nonlinear drag loading. Statistics of the ...
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    Spectral Moments and Pre-Envelope Covariances of Nonseparable Processes 

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 001:;page 218
    Author(s): Mario Di Paola; Giovanni Petrucci
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A critical review of the definition of the spectral moments of a stochastic process in the nonstationary case is presented. An adequate time-domain representation of the spectral moments in the ...
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    Stochastic Dynamics of Nonlinear Systems Driven by Non-normal Delta-Correlated Processes 

    Source: Journal of Applied Mechanics:;1993:;volume( 060 ):;issue: 001:;page 141
    Author(s): Mario Di Paola; Giovanni Falsone
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, nonlinear systems subjected to external and parametric non-normal delta-correlated stochastic excitations are treated. A new interpretation of the stochastic differential calculus ...
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    An Integral Equation for Damage Identification of Euler-Bernoulli Beams under Static Loads 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 002
    Author(s): Mario Di Paola; Cristiano Bilello
    Publisher: American Society of Civil Engineers
    Abstract: A damage identification procedure for Euler-Bernoulli beams under static loads is proposed. Use is made of an integral formulation for the static problem of damaged Euler-Bernoulli beams. This formulation originates from ...
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    Discussion of “<i>Responses of Dynamic Systems Excited by Non‐Gaussian Pulse Processes</i>” by Sau‐Lon James Hu (September, 1993, Vol. 119, No. 9) 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 011
    Author(s): Mario Di Paola; Giovanni Falsone
    Publisher: American Society of Civil Engineers
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    Mechanically Based Nonlocal Euler-Bernoulli Beam Model 

    Source: Journal of Nanomechanics and Micromechanics:;2014:;Volume ( 004 ):;issue: 001
    Author(s): Mario Di Paola; Giuseppe Failla; Massimiliano Zingales
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a nonlocal Euler-Bernoulli beam model. It is assumed that the equilibrium of a beam segment is attained because of the classical local stress resultants, along with long-range volume forces and moments ...
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    Laminated Glass Members in Compression: Experiments and Modeling 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author(s): Giuseppe Campione; Mario Di Paola; Giovanni Minafò
    Publisher: American Society of Civil Engineers
    Abstract: It is well known that structural glass members are made by assembling thin laminated panels, which can be connected with different bonding techniques; for instance, with steel devices or with structural adhesives. The ...
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    Spectral Approach to Equivalent Statistical Quadratization and Cubicization Methods for Nonlinear Oscillators 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 001
    Author(s): Pol D. Spanos; Giuseppe Failla; Mario Di Paola
    Publisher: American Society of Civil Engineers
    Abstract: Random vibrations of nonlinear systems subjected to Gaussian input are investigated by a technique based on statistical quadratization, and cubicization. In this context, and depending on the nature of the given nonlinearity, ...
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