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    Computational Analysis of Masonry Structures with a Funicular Model 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 004
    Author(s): A. Andreu; L. Gil; P. Roca
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a computational approach for the assessment of masonry structures based on the well known analogy between the equilibrium of arches and that of hanging strings or cables working in tension. According ...
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    Geometric and Material Nonlinearities in Steel Plates 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 012
    Author(s): P. Roca; E. Mirambell; J. Costa
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model for the analysis of the geometric and material nonlinearities of plate and thin shell steel structures, based on the finite element method, is presented together with its application to some practical ...
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    Nonlinear Time-Dependent Analysis of Segmentally Constructed Structures 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author(s): P. J. S. Cruz; A. R. Marí; P. Roca
    Publisher: American Society of Civil Engineers
    Abstract: A general step-by-step model for the nonlinear and time-dependent analysis of reinforced concrete, prestressed concrete, and composite steel-concrete planar frame structures is presented. The model can simulate segmental ...
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