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    Turbulence Modeling for Gust Loading 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 007
    Author(s): Giovanni Solari
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the analytical models most in use at present for the description of the structure of turbulence in the surface atmospheric boundary layer. The study gives maximum prominence to the degree of uncertainty ...
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    Alongwind Response Estimation: Structural Classification 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author(s): Giovanni Solari
    Publisher: American Society of Civil Engineers
    Abstract: The problem of dynamic alongwind response of structues to forces induced by atmospheric turbulence is treated in this paper. Starting from the classical formulation, the study suggests at first two structural standard ...
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    Equivalent Wind Spectrum Technique: Theory and Applications 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): Giovanni Solari
    Publisher: American Society of Civil Engineers
    Abstract: The equivalent wind spectrum technique is a mathematical model according to which wind is schematized as a stochastic stationary Gaussian process made up of a mean‐speed profile on which an equivalent turbulent fluctuation, ...
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    Gust Buffeting. I: Peak Wind Velocity and Equivalent Pressure 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): Giovanni Solari
    Publisher: American Society of Civil Engineers
    Abstract: Although the peak wind velocity, the equivalent pressure on rigid bodies, and the dynamic alongwind response of flexible structures are component parts of the gust buffeting problem, different procedures have been developed ...
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    Gust Buffeting. II: Dynamic Alongwind Response 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): Giovanni Solari
    Publisher: American Society of Civil Engineers
    Abstract: The present study is the logical successor to a preceding paper, in which a procedure was developed for treating the peak wind velocity and the equivalent pressure on rigid bodies in a unified way. Based upon this formulation ...
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    Wind Response Spectrum 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 009
    Author(s): Giovanni Solari
    Publisher: American Society of Civil Engineers
    Abstract: This paper formulates a theoretically consistent definition of the wind response spectrum based upon the equivalent wind spectrum technique, a calculation procedure by means of which wind is schematized as a stochastic ...
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    Mathematical Model to Predict 3‐D Wind Loading on Buildings 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Giovanni Solari
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model to predict 3‐D wind loading on buildings with rectangular geometry and wind acting normally to a face is formulated. This methodology allows the evaluation of force distribution in the frequency domain ...
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    Closure to “<i>Mathematical Model to Predict 3‐D Wind Loading on Buildings</i>” by Giovanni Solari (February, 1985, Vol. 111, No. 2) 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 008
    Author(s): Giovanni Solari
    Publisher: American Society of Civil Engineers
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    Gust Buffeting of Slender Structures and Structural Elements: Simplified Formulas for Design Calculations and Code Provisions 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author(s): Solari Giovanni
    Publisher: American Society of Civil Engineers
    Abstract: by Piccardo and Solari at the end of the 199s, this paper introduces a series of simplifications that, without limiting the correctness and generality of this approach, lead to simplified formulas for evaluating the alongwind, crosswind, and torsional...
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    3D Wind-Excited Response of Slender Structures: Closed-Form Solution 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 008
    Author(s): G. Piccardo; G. Solari
    Publisher: American Society of Civil Engineers
    Abstract: Along-wind, crosswind, and torsional vibrations of structures are different aspects of the same physical phenomenon. Despite this fact, each aspect has been the object of numerous studies involving lines of research that ...
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