Influence of modelling strategies on uncertainty propagation in the alternate path mechanism of reinforced concrete framed structures
文摘

Uncertainty propagation in the alternate path mechanism of RC structures is studied using global variance-based sensitivity analysis.

Compressive arching action significantly influences uncertainty propagation.

Alternate path mechanism is found to be a strength-sensitive problem.

Use of displacement-based element formulation is not reliable when plastification is extreme.

Structural idealization significantly reduces computational costs in probabilistic analysis.

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