DocumentCode
2181134
Title
Using PSO to Reliability Analysis of PC Pipe Pile
Author
Guo Jia ; Zhang, Weili
Author_Institution
Fac. of Eng., China Univ. of Geosci., Wuhan, China
Volume
1
fYear
2010
fDate
29-31 Oct. 2010
Firstpage
68
Lastpage
71
Abstract
This investigation uses particle swam optimization (PSO) approach to calculate the reliability index. PSO can search the extreme point of the complex objective function more effectively in contrast to tradition optimization algorithm. According to PC pipe piles static test data in Wuhan, both statistics analysis and reliability analysis of the bearing capacity of single PC pipe pile are made by using the limit state equation of dimensionless random variables. PSO method and JC method are used to calculate the index of reliability of the single PC pipe pile. By PSO, the reliability of the nonlinear and complex performance function of geotechnical engineering can be obtained without derivation only uses the objective function value.
Keywords
foundations; particle swarm optimisation; pipes; random processes; statistical analysis; PC pipe pile; PSO; bearing capacity; dimensionless random variable; geotechnical engineering; limit state equation; particle swam optimization; reliability analysis; statistics analysis; Equations; Gaussian distribution; Indexes; Mathematical model; Random variables; Reliability engineering; PC pipe pile; PSO; component; reliability; ultimate bearing capacity;
fLanguage
English
Publisher
ieee
Conference_Titel
Computational Intelligence and Design (ISCID), 2010 International Symposium on
Conference_Location
Hangzhou
Print_ISBN
978-1-4244-8094-4
Type
conf
DOI
10.1109/ISCID.2010.25
Filename
5692665
Link To Document