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    Second-Order Stiffness Matrix and Loading Vector of a Beam-Column with Semirigid Connections on an Elastic Foundation 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 007
    Author(s): Mauricio Areiza-Hurtado; Carlos Vega-Posada; J. Darío Aristizábal-Ochoa
    Publisher: American Society of Civil Engineers
    Abstract: The second-order stiffness matrix and corresponding loading vector of a prismatic beam–column subjected to a constant axial load and supported on a uniformly distributed elastic foundation (Winkler type) along its span ...
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    Large-Deflection Stability of Slender Beam-Columns with Both Ends Partially Restrained against Rotation 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 012
    Author(s): Carlos Vega-Posada; Mauricio Areiza-Hurtado; J. Dario Aristizabal-Ochoa
    Publisher: American Society of Civil Engineers
    Abstract: The large-deflection analysis and postbuckling behavior of laterally braced or unbraced slender beam columns of symmetrical cross section subjected to end loads (forces and moments) with both ends partially restrained ...
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    Effect of Gas on the Mechanical Behavior of Medium-Dense Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 011
    Author(s): Carlos A.; Vega-Posada; Richard J.; Finno; David G.; Zapata-Medina
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of monotonic and cyclic triaxial tests performed on gassy, medium-dense sand specimens. These sands are representative of conditions in a loose-sand deposit that was densified using multiple ...
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