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    Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’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the Monasterio’s manuscript Nueva teórica sobre el empuje de bóvedas, proposed by the authors in previous studies; this unpublished manuscript is devoted ...
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    Equilibrium of Pointed, Circular, and Elliptical Masonry Arches Bearing Vertical Walls 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): Danila Aita; Riccardo Barsotti; Stefano Bennati
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the long-standing problem of the equilibrium of the circular, pointed, and elliptical arches commonly found in historical masonry buildings and bridges that are subjected to their own weight and the ...
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