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Reliability-aware collapse-resisting design of precast concrete beam column joints using strengthened steel angles and high-strength bolts
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DOI：10.1016/j.strusafe.2026.102710.png)
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Abstract
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• Identification of load transfer mechanism of dry beam–column connection. • Development of collapse-resisting design of high-performance dry connection. • Development of macro joint model considering joint load transfer mechanisms. • Modification of reliability assessment method for strongly nonlinear problem. • Gaussian process regression model-based reliability sensitivity analysis.
Keywords:
Dry beam–column connection
Simplified model
Active learning probabilistic integration
Small failure probability assessment
Global sensitivity analysis
Reliability sensitivity analysis
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