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    Damage Detection in Beam Structures Based on Frequency Measurements 

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 007
    Author(s): Fabrizio Vestroni; Danilo Capecchi
    Publisher: American Society of Civil Engineers
    Abstract: Damage detection in vibrating beams, or beam systems, is dealt with in this paper. Damage is represented by a more or less concentrated decrease in stiffness. A linear behavior is assumed before and after the damage. A ...
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    Steady‐State Dynamic Analysis of Hysteretic Systems 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 012
    Author(s): Danilo Capecchi; Fabrizio Vestroni
    Publisher: American Society of Civil Engineers
    Abstract: A great many hysteretic models have been recently introduced in the analysis of dynamic behavior of structures and structural elements. This paper considers the steady‐state oscillations of single‐degree‐of‐freedom systems ...
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    Discussion of “<i>Periodic Response of Yielding Oscillators</i>” by Amitabha DebChaudhury (August, 1985, Vol. 111, No. 8) 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 009
    Author(s): Danilo Capecchi; Fabrizio Vestroni
    Publisher: American Society of Civil Engineers
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    Hysteretic Systems with Internal Variables 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Danilo Capecchi; Gianmarco de Felice
    Publisher: American Society of Civil Engineers
    Abstract: Hysteretic rate-independent constitutive laws are introduced within the framework of continuum thermodynamics with internal variables and revisited using concepts and arguments related to dynamical system theory. The ...
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    Identification of Hysteretic Oscillators under Earthquake Loading by Nonparametric Models 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Francesco Benedettini; Danilo Capecchi; Fabrizio Vestroni
    Publisher: American Society of Civil Engineers
    Abstract: Nonparametric identification techniques are used to process recorded data of nonlinear structural responses and to represent the constitutive relationship of the structure. When hysteretic systems are dealt with, attention ...
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