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    Damage Accumulation in Glass Plates 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 007
    Author(s): Massimiliano Gioffrè; Vittorio Gusella
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the glass cladding damage accumulation caused by wind loading. The primary focus is the effect of the non-Gaussian nature of wind pressure fluctuations. The damage is estimated using the Monte Carlo ...
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    Peak Response of a Nonlinear Beam 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 009
    Author(s): Massimiliano Gioffrè; Vittorio Gusella
    Publisher: American Society of Civil Engineers
    Abstract: A model for estimating the peak dynamic response distribution of a nonlinear beam, based on a special class of non-Gaussian stochastic processes, is proposed in this paper. It is shown that the stochastic response of a ...
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    Non-Gaussian Wind Pressure on Prismatic Buildings. II: Numerical Simulation 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Massimiliano Gioffrè; Vittorio Gusella; Mircea Grigoriu
    Publisher: American Society of Civil Engineers
    Abstract: The present study is the logical successor to a preceding paper where the nature of wind pressures on a tall building was investigated by wind tunnel experimental tests. The statistical analysis showed that the pressure ...
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    Non-Gaussian Wind Pressure on Prismatic Buildings. I: Stochastic Field 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Massimiliano Gioffrè; Vittorio Gusella; Mircea Grigoriu
    Publisher: American Society of Civil Engineers
    Abstract: This paper and a companion paper present a complete study (analysis, modeling, and numerical simulation) of the wind pressure field on prismatic tall buildings, taking into account its non-Gaussian nature. In this paper, ...
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    Sampling Errors in the Estimation of Peak Wind-Induced Internal Forces in Low-Rise Structures 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 002
    Author(s): Fahim Sadek; Sofia Diniz; Michael Kasperski; Massimiliano Gioffrè; Emil Simiu
    Publisher: American Society of Civil Engineers
    Abstract: Peak values in time histories of wind effects may be obtained by using the entire information inherent in the time series of the wind effect, a method entailing the estimation of the probability distribution of the peak ...
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    Wind-Induced Peak Bending Moments in Low-Rise Building Frames 

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 008
    Author(s): Massimiliano Gioffrè; Mircea Grigoriu; Michael Kasperski; Emil Simiu
    Publisher: American Society of Civil Engineers
    Abstract: We present a procedure for estimating peaks of non-Gaussian processes representing fluctuating internal forces induced by wind in low-rise building frames. The procedure is designed for inclusion in computer programs that ...
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    Probabilistic Models and Simulation of Irregular Masonry Walls 

    Source: Journal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Seymour M. J. Spence; Massimiliano Gioffrè; Mircea D. Grigoriu
    Publisher: American Society of Civil Engineers
    Abstract: A method is proposed for generating samples of irregular masonry walls that capture the essential statistics of a given population. The method first entails characterizing the geometry of scaled star-like inclusions by ...
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