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    Homogenized Strategy toward Constitutive Identification of Masonry 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 006
    Author(s): Antonella Cecchi; Robert Di Marco
    Publisher: American Society of Civil Engineers
    Abstract: The aim of this work is the study of masonry behavior by means of a homogenized model in several perturbative parameters. The difficulty in the mechanical modeling of masonry depends on its
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    Glass Fiber Reinforced Polymer Pultruded Members: Constitutive Model and Stability Analysis 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Antonella Cecchi; Roberto Di Marco
    Publisher: American Society of Civil Engineers
    Abstract: The increasingly widespread use of fiber-reinforced polymers as an alternative to conventional materials makes it necessary to formulate theoretical models which adequately evaluate the influence of the anisotropy of such ...
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    Validation of Analytical Multiparameter Homogenization Models for Out-of-Plane Loaded Masonry Walls by Means of the Finite Element Method 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 002
    Author(s): Antonella Cecchi; Gabriele Milani; Antonio Tralli
    Publisher: American Society of Civil Engineers
    Abstract: The linear elastic analysis of in-plane and out-of-plane loaded masonry walls is still significant under service loads and is required by codes of practice, therefore the knowledge of the homogenized mechanical properties ...
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