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    Nondeterministic High-Cycle Fatigue Macromodel Updating and Failure Probability Analysis of Welded Joints of Long-Span Structures 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 003:;page 04024029-1
    Author(s): Cheng Xie; Yongtao Bai; Xuhong Zhou
    Publisher: American Society of Civil Engineers
    Abstract: Unlike previous models that do not consider uncertainties, this paper proposes a new nondeterministic method to estimate the high-cycle fatigue (HCF) resistance of welded hollow spherical joints (WHSJs) in long-span ...
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    Effect of Low-Temperature Fluctuations on Martian Steel Structures: Numerical and Analytical Studies 

    Source: Journal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 002:;page 04025002-1
    Author(s): Yongtao Bai; Jing Li; Xuhong Zhou
    Publisher: American Society of Civil Engineers
    Abstract: To harness a variety of unique resources, humanity is progressively venturing deeper into space. This endeavor necessitates a comprehensive investigation into the formidable challenges presented by hostile environments, ...
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    Macromodeling of Crack Damage in Steel Beams Subjected to Nonstationary Low Cycle Fatigue 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Yongtao Bai; Masahiro Kurata; Julio Flórez-López; Masayoshi Nakashima
    Publisher: American Society of Civil Engineers
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    Shear Behavior of Panel Zones in Steel Beam-to-Column Connections with Unequal Depth of Outer Annular Stiffener 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 002
    Author(s): Ben Mou; Xi Li; Yongtao Bai; Lisa Wang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental investigation of the shear behavior of steel beam-to-column connections with unequal depth of outer annular stiffener. The depth-to-thickness ratio (D∶t) of the hollow structural section ...
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    Bayesian Updating: Reducing Epistemic Uncertainty in Hysteretic Degradation Behavior of Steel Tubular Structures 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 003:;page 04022039
    Author(s): Sifeng Bi; Yongtao Bai; Xuhong Zhou
    Publisher: ASCE
    Abstract: This paper proposes a probabilistic framework for updating the governing parameters in the hysteretic constitutive model for tubular steel with strength degradation. The hysteretic constitutive model is formulated to track ...
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