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    Adaptive Risk-Based Life-Cycle Management for Large-Scale Structures Using Deep Reinforcement Learning and Surrogate Modeling 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 148 ):;issue: 001:;page 04021126
    Author(s): David Y. Yang
    Publisher: ASCE
    Abstract: Optimal life-cycle management is a challenging task for large-scale structures. The complexity of structural states, represented by the numerous combinations of component conditions, and the vast number of inspection and ...
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    Deep Reinforcement Learning–Enabled Bridge Management Considering Asset and Network Risks 

    Source: Journal of Infrastructure Systems:;2022:;Volume ( 028 ):;issue: 003:;page 04022023
    Author(s): David Y. Yang
    Publisher: ASCE
    Abstract: Bridges deteriorate over time due to various environmental and mechanical stressors. Deterioration is a significant risk to bridge owners (asset risk) and the traveling public (network risk). To tackle this issue, ...
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    Closure to “Discussion of ‘The Motion of a Sphere on a Rough Horizontal Plane’” (1992, ASME J. Appl Mech., 59, p. 239) 

    Source: Journal of Applied Mechanics:;1992:;volume( 059 ):;issue: 001:;page 239
    Author(s): J.-Y. Yang
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Propagation of Discontinuous Waves In Nonuniform Timoshenko Beams 

    Source: Journal of Applied Mechanics:;1966:;volume( 033 ):;issue: 003:;page 706
    Author(s): C. Y. Yang
    Publisher: The American Society of Mechanical Engineers (ASME)
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    The Motion of a Sphere on a Rough Horizontal Plane 

    Source: Journal of Applied Mechanics:;1991:;volume( 058 ):;issue: 001:;page 296
    Author(s): J.-Y. Yang
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Performance-Based Risk Assessment for Large-Scale Transportation Networks Using the Transitional Markov Chain Monte Carlo Method 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 001:;page 04024090-1
    Author(s): Anteneh Z. Deriba; David Y. Yang
    Publisher: American Society of Civil Engineers
    Abstract: Accurately assessing failure risk due to asset deterioration and/or extreme events is essential for efficient transportation asset management. Traditional risk assessment is conducted for individual assets by either focusing ...
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    Random Vibration of Structures 

    Source: Journal of Vibration and Acoustics:;1989:;volume( 111 ):;issue: 001:;page 116
    Author(s): C. Y. Yang; H. Saunders
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Stress Singularities at the Interface in Bonded Dissimilar Materials Under Mechanical and Thermal Loading 

    Source: Journal of Applied Mechanics:;1992:;volume( 059 ):;issue: 004:;page 857
    Author(s): D. Munz; Y. Y. Yang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Stress singularities occur at the free edge of the interface of bonded dissimilar materials. General relations for a compound with 90-degree angles of the two materials are given for the ...
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    Parametric Equation for Static Strength of Tubular Circular Hollow Section Joints with Complete Overlap of Braces 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author(s): W. M. Gho; Y. Yang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development of a parametric equation for predicting the ultimate capacity of tubular circular hollow section joint with complete overlap of braces based on the experimental and numerical investigation. ...
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    Large Displacement Analysis of Viscoelastic Beams and Frames by the Finite-Element Method 

    Source: Journal of Applied Mechanics:;1974:;volume( 041 ):;issue: 003:;page 635
    Author(s): T. Y. Yang; G. Lianis
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A finite-element displacement formulation and solution procedure are developed for the analysis of large displacement problems of viscoelastic beams and frames. The displacements considered are of ...
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