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    Discussion of “<i>Base Excitation of Rigid Bodies. I: Formulation</i>” by Henry W. Shenton III and Nicholas P. Jones (October 1991, Vol. 117, No. 10) 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 010
    Author(s): Anna Sinopoli
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Base Excitation of Rigid Bodies. II: Periodic Slide‐Rock Response</i>” by Harry W. Shenton III and Nicholas P. Jones (October, 1991, Vol. 117, No. 10) 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 001
    Author(s): Anna Sinopoli
    Publisher: American Society of Civil Engineers
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    Symmetry Properties in the Symmetry-Breaking of Nonsmooth Dynamical Systems 

    Source: Journal of Computational and Nonlinear Dynamics:;2010:;volume( 005 ):;issue: 001:;page 11001
    Author(s): Alessio Ageno; Anna Sinopoli
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, the block simply supported on a harmonically moving ground is assumed as a system well representing a typical nonsmooth dynamical behavior. The aim of the work is to carry out ...
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    Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio&#x2019;s Treatment versus Limit Equilibrium Analysis 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 010:;page 04021071-1
    Author(s): Danila Aita; Anna Sinopoli
    Publisher: ASCE
    Abstract: This research can be viewed as a development of the critical review of the Monasterio’s manuscript Nueva teórica sobre el empuje de bóvedas, proposed by the authors in previous studies; this unpublished manuscript is devoted ...
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    Modern Formulation for Preelastic Theories on Masonry Arches 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 003
    Author(s): Anna Sinopoli; Massimo Corradi; Federico Foce
    Publisher: American Society of Civil Engineers
    Abstract: The masonry arch as a system of rigid voussoirs subject to unilateral constraints has been investigated applying the principle of virtual work in order to define a general criterion providing the necessary and sufficient ...
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