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Risk Assessment of Axially Loaded Single Piles using RSM-based Reliability Method
An efficient and accurate hybrid reliability method is developed to quantify the risk of an axially loaded pile considering pile-soil interaction behavior and uncertainties in various design variables. It intelligently integrates the concepts of the response surface method, the finite difference method, the first-order reliability method, and the iterative linear interpolation scheme. Uncertainties associated with load conditions, material and section properties of the pile and soil properties are explicitly considered. The algorithm is verified using the Monte Carlo Simulation technique.
Risk Assessment of Axially Loaded Single Piles using RSM-based Reliability Method
An efficient and accurate hybrid reliability method is developed to quantify the risk of an axially loaded pile considering pile-soil interaction behavior and uncertainties in various design variables. It intelligently integrates the concepts of the response surface method, the finite difference method, the first-order reliability method, and the iterative linear interpolation scheme. Uncertainties associated with load conditions, material and section properties of the pile and soil properties are explicitly considered. The algorithm is verified using the Monte Carlo Simulation technique.
Risk Assessment of Axially Loaded Single Piles using RSM-based Reliability Method
Key Engineering Materials ; 321-323 ; 1526-1529
15.10.2006
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Risk Assessment of Axially Loaded Single Piles using RSM-based Reliability Method
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