Paper Title:
Risk Assessment of Axially Loaded Single Piles using RSM-based Reliability Method
  Abstract

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.

  Info
Periodical
Key Engineering Materials (Volumes 321-323)
Edited by
Seung-Seok Lee, Joon Hyun Lee, Ik Keun Park, Sung-Jin Song, Man Yong Choi
Pages
1526-1529
DOI
10.4028/www.scientific.net/KEM.321-323.1526
Citation
J. W. Huh, K. Kwak, "Risk Assessment of Axially Loaded Single Piles using RSM-based Reliability Method", Key Engineering Materials, Vols. 321-323, pp. 1526-1529, 2006
Online since
October 2006
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Price
$32.00
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