ASCE-ASME Journal of Risk and Uncertainty in Engineering ’s Post

This paper proposes a new nondeterministic method to estimate the high-cycle fatigue (HCF) resistance of welded hollow spherical joints (WHSJs) in long-span structures, including bridges, gymnasiums, and factories. https://lnkd.in/gDS74Eng

Nondeterministic High-Cycle Fatigue Macromodel Updating and Failure Probability Analysis of Welded Joints of Long-Span Structures | ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering | Vol 10, No 3

Nondeterministic High-Cycle Fatigue Macromodel Updating and Failure Probability Analysis of Welded Joints of Long-Span Structures | ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering | Vol 10, No 3

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