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    Quantitative Study of Damage State Correlation for Structural Components under Seismic Actions: A Bridge Pier Case Study 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2026:;Volume ( 012 ):;issue: 002:;page 04026005-1
    Author(s): Chen, Libo; Mo, Ruchun; Tang, Mingbo
    Publisher: American Society of Civil Engineers
    Abstract: AbstractWhen conducting system-level seismic risk assessments for structures, researchers are typically more concerned with the damage states (DSs) of multiple components rather than individual ones. In this context, ...
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