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    Warping-Inclusive Kinematic Coupling in Mixed-Dimension Macro Models for Steel Wide Flange Beam Columns 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021253
    Author(s): Alexander R. Hartloper; Albano de Castro e Sousa; Dimitrios G. Lignos
    Publisher: ASCE
    Abstract: A warping-inclusive kinematic coupling method to be used in finite-element analysis of members featuring wide-flange cross sections is proposed in this paper. This coupling method is used in mixed-dimension macromodels ...
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    Cyclic Metal Plasticity Model Parameters with Limited Information: Constrained Optimization Approach 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 007:;page 04021035-1
    Author(s): Albano de Castro e Sousa; Alexander R. Hartloper; Dimitrios G. Lignos
    Publisher: ASCE
    Abstract: Tensile test data for structural steels are ubiquitous. However, the information monotonic loading provides with respect to the material’s characteristics is limited. Notably, features of inelastic response to cyclic ...
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    Proposed Updates to the ASCE 41 Nonlinear Modeling Parameters for Wide-Flange Steel Columns in Support of Performance-Based Seismic Engineering 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 009
    Author(s): Dimitrios G. Lignos; Alexander R. Hartloper; Ahmed Elkady; Gregory G. Deierlein; Ronald Hamburger
    Publisher: American Society of Civil Engineers
    Abstract: Nonlinear static and dynamic analyses are utilized by engineers for performance-based seismic risk evaluation of new and existing structures. In this context, nonlinear component modeling criteria are typically based on ...
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    Constitutive Modeling of Structural Steels: Nonlinear Isotropic/Kinematic Hardening Material Model and Its Calibration 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 004:;page 04021031-1
    Author(s): Alexander R. Hartloper; Albano de Castro e Sousa; Dimitrios G. Lignos
    Publisher: ASCE
    Abstract: Numerical models of structural components that deteriorate primarily due to geometric instabilities under multiaxis cyclic loading are sensitive to both the assumed geometric imperfections and the nonlinear material model ...
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