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    Design of Footbridges against Pedestrian-Induced Vibrations 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 008
    Author(s): Ricciardelli; Demartino
    Publisher: American Society of Civil Engineers
    Abstract: In 1999 and 2000, the two vibration incidents at the Paris Passerelle Solferino Bridge and the London Millennium Bridge triggered a major revision of existing knowledge concerning footbridge response to pedestrian-induced ...
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    Mathematical Model for Design of Mass Dampers for Wind Excited Structures 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 009
    Author(s): Massimiliano Mattei; Francesco Ricciardelli
    Publisher: American Society of Civil Engineers
    Abstract: A state space linear mathematical model oriented to the design of passive and active mass dampers for tall buildings and bridges subjected to the wind action is presented in this paper. The model accounts for an arbitrary ...
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    Probabilistic versus Deterministic Assessment of the Minimum Structural Damping Required to Prevent Galloping of Dry Bridge Hangers 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 008
    Author(s): C. Demartino; F. Ricciardelli
    Publisher: American Society of Civil Engineers
    Abstract: The risk of large-amplitude vibrations of bridge hangers due to galloping instabilities has posed a challenge to the engineering and research communities. Galloping vibrations can lead to serviceability problems and reduce ...
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    Untitled 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 004
    Author(s): Demartino C.;Ricciardelli F.
    Publisher: American Society of Civil Engineers
    Abstract: Galloping vibrations have been identified as potentially problematic for dry stay cables. Three key issues play a major role in the assessment of the structural damping required to prevent galloping of dry stay cables using ...
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    Transient Response of Supported Beams to Moving Forces with Sinusoidal Time Variation 

    Source: Journal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 006
    Author(s): Francesco Ricciardelli; Carmelo Briatico
    Publisher: American Society of Civil Engineers
    Abstract: Moving forces are a common loading pattern for flexible beams, found in many applications in both civil and mechanical engineering. These forces give rise to a transient response, the nature of which depends on the time ...
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    Lateral Walking-Induced Forces on Footbridges 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 006
    Author(s): Francesco Ricciardelli; A. David Pizzimenti
    Publisher: American Society of Civil Engineers
    Abstract: In the last several years many cases of large amplitude horizontal vibrations of footbridges have been observed, due to dynamic interaction between the walkers and the footbridge, which may occur when some conditions on ...
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    Lateral Pedestrian-Induced Vibrations of Footbridges: Characteristics of Walking Forces 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 009
    Author(s): Francesco; Ricciardelli; Michele; Mafrici; Einar Thór; Ingólfsson
    Publisher: American Society of Civil Engineers
    Abstract: The forces a walker exerts to an oscillating floor differ significantly from those exerted to a fixed floor. This is because of a natural and unconscious gait modification, deriving from the necessity of minimizing energy ...
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    State Space Formulation for Linear Viscoelastic Dynamic Systems with Memory 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 007
    Author(s): A. Palmeri; F. Ricciardelli; A. De Luca; G. Muscolino
    Publisher: American Society of Civil Engineers
    Abstract: A dynamic system with memory is a system for which knowledge of the equations of motion, together with the state at a given time instant
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    Random Vibration of Systems with Viscoelastic Memory 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 009
    Author(s): A. Palmeri; F. Ricciardelli; G. Muscolino; A. De Luca
    Publisher: American Society of Civil Engineers
    Abstract: The equation of motion of linear dynamic systems with viscoelastic memory is usually expressed in a integrodifferential form, and its numerical solution is computationally heavy. In two recent papers, the writers suggested ...
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    Analysis of Catania Flash Flood Case Study by Using Combined Microwave and Infrared Technique 

    Source: Journal of Hydrometeorology:;2014:;Volume( 015 ):;issue: 005:;page 1989
    Author(s): Di Paola, Francesco; Ricciardelli, Elisabetta; Cimini, Domenico; Romano, Filomena; Viggiano, Mariassunta; Cuomo, Vincenzo
    Publisher: American Meteorological Society
    Abstract: n this paper, the analysis of an extreme convective event atypical for the winter season, which occurred on 21 February 2013 on the east coast of Sicily and caused a flash flood over Catania, is presented. In just 1 h, ...
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