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    Inelastic Post‐buckling Analysis of Trusses 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 009
    Author(s): Manolis Papadrakakis
    Publisher: American Society of Civil Engineers
    Abstract: Geometric and physical nonlinearities are considered in the investigation of the post‐critical ultimate load conditions of space trusses. The inelastic behavior of struts is accounted for by tracing the complete stress‐strain ...
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    Closure to “<i>Inelastic Post‐Buckling Analysis of Trusses</i>” by Manolis Papadrakakis (September, 1983) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author(s): Manolis Papadrakakis
    Publisher: American Society of Civil Engineers
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    Inelastic Cyclic Analysis of Imperfect Columns 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): Manolis Papadrakakis; Lefteris Chrysos
    Publisher: American Society of Civil Engineers
    Abstract: The hysteretic behavior of a simply supported prismatic steel column with initial out‐of‐straightness subjected to cyclic loading is presented. The analysis is based on the plastic hinge concept, which under the assumption ...
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    Finite-Element Analysis of Cylindrical Panels with Random Initial Imperfections 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Vissarion Papadopoulos; Manolis Papadrakakis
    Publisher: American Society of Civil Engineers
    Abstract: Stochastic finite-element analysis of shells is performed using the spectral representation method for the description of the random fields in conjunction with the local average method for the formulation of the stochastic ...
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    Inelastic Cyclic Response of Restrained Imperfect Columns 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 002
    Author(s): Manolis Papadrakakis; Kostas Loukakis
    Publisher: American Society of Civil Engineers
    Abstract: The hysteretic behavior of a prismatic column subjected to cyclic loading is examined herein. An analytical model is described that includes two types of imperfections: (1) An initial out‐of‐straightness of the column and ...
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    Improved Quasi‐Newton Methods for Large Nonlinear Problems 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 006
    Author(s): Manolis Papadrakakis; Victor Balopoulos
    Publisher: American Society of Civil Engineers
    Abstract: In this work, schemes based on limited‐memory quasi‐Newton methods are investigated, as applied to solving large systems of nonlinear equations with sparse symmetric Jacobian matrices. Problems in mechanics typically give ...
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