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    Application of Reliability-Based Robustness Assessment of Steel Moment Resisting Frame Structures under Post-Mainshock Cascading Events 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 008
    Author(s): Filipe L. A. Ribeiro; André R. Barbosa; Luís C. Neves
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes a reliability-based framework for quantifying structural robustness considering the occurrence of a major earthquake (mainshock) and subsequent cascading hazard events, such as aftershocks that are ...
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    Deterioration Modeling of Steel Moment Resisting Frames Using Finite-Length Plastic Hinge Force-Based Beam-Column Elements 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 002
    Author(s): Filipe L. A. Ribeiro; Andre R. Barbosa; Michael H. Scott; Luis C. Neves
    Publisher: American Society of Civil Engineers
    Abstract: The use of empirically calibrated moment-rotation models that account for strength and stiffness deterioration of steel frame members is paramount in evaluating the performance of steel structures prone to collapse under ...
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    Analytical and Numerical Models for Wind and Seismic Design and Assessment of Mass Timber Diaphragms 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 002:;page 04023229-1
    Author(s): Leonardo G. Rodrigues; Andre R. Barbosa; Arijit Sinha; Christopher Higgins; Scott Breneman; Reid B. Zimmerman; Shiling Pei; John W. van de Lindt; Jeffrey W. Berman; Jorge M. Branco; Luís C. Neves
    Publisher: ASCE
    Abstract: While the use of cross-laminated timber (CLT) panels for building construction has increased over the last several decades, current standards and existing literature provide limited information regarding the design of CLT ...
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