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边坡可靠性分析分步混合遗传算法
引用本文:陈昌富,王贻荪,邹银生.边坡可靠性分析分步混合遗传算法[J].土木工程学报,2003,36(2):72-76.
作者姓名:陈昌富  王贻荪  邹银生
作者单位:湖南大学 (陈昌富,王贻荪),湖南大学(邹银生)
基金项目:湖南省科技攻关项目 (批准号 :0 2GKY30 2 4 )
摘    要:讨论了复杂边坡可靠性分析方法 ,建立了边坡可靠性分析统一的数学模型 ,提出了一种计算边坡最小可靠性指标和搜索临界滑动面的分步混合遗传算法 ,探讨了计算参数的相关性对可靠性指标的影响 ,揭示了基于最小安全系数下和基于最小可靠性指标下临界滑动面的不同一性

关 键 词:遗传算法  边坡  可靠性  复合形法  可行方向法
文章编号:1000-131X(2003)02-0072-05
修稿时间:2001年8月30日

HYBRID GENETIC ALGORITHM WITH TWO-STAGE FOR SLOPE RELIABILITY ANALYSIS
Chen Changfu,Wang Yisun,Zou Yinsheng.HYBRID GENETIC ALGORITHM WITH TWO-STAGE FOR SLOPE RELIABILITY ANALYSIS[J].China Civil Engineering Journal,2003,36(2):72-76.
Authors:Chen Changfu  Wang Yisun  Zou Yinsheng
Abstract:A hybrid genetic algorithm with two-stage for the slope reliability is proposed in the paper.A uniform mathematical model is formed used for the study.It can be used to calculate the reliability index and to search the critical slip surface.It is also discussed that the correlativity of random parameters is how to influence on the reliability index.Some examples are given in the paper.It is found that the critical slip surfaces based on minimum safety factor are inconsistent with that based on the reliability index.The slope more complex the difference more large
Keywords:genetic algorithms  slope  reliability  complex method  feasible direction method
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