纸质出版:2015
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[1]贺子光,赵法锁,段钊,郝飓,党亚倩.MPSO-GEP方法在边坡可靠度计算中的应用[J].防灾减灾工程学报,2015,35(04):425-432.
贺子光, 赵法锁, 段钊, et al. Application of MPSO-GEP Method to Calculation of Slope Reliability[J]. 2015, 35(4): 425-432.
[1]贺子光,赵法锁,段钊,郝飓,党亚倩.MPSO-GEP方法在边坡可靠度计算中的应用[J].防灾减灾工程学报,2015,35(04):425-432. DOI: 10.13409/j.cnki.jdpme.2015.04.001.
贺子光, 赵法锁, 段钊, et al. Application of MPSO-GEP Method to Calculation of Slope Reliability[J]. 2015, 35(4): 425-432. DOI: 10.13409/j.cnki.jdpme.2015.04.001.
提出了采用基因表达式编程(Gene Expression Programming
GEP)和混合粒子群相结合计算边坡可靠度的新方法。该方法采用均匀设计法确定样本点
通过数值计算求解安全系数
应用GEP方法拟合边坡的功能函数;借鉴遗传算法中的杂交概念
将其引入标准粒子群方法(Particle Swarm Optimization
PSO)
形成混合粒子群方法(MPSO)
改善了PSO方法的全局搜索能力
提高了方法的收敛速度和计算精度
可用于计算可靠度指标及相应的验算点。以2个典型的边坡为例
通过算例1与其他方法对比
验证了MPSO方法较标准PSO方法计算精度高、收敛速度快;分析了算法中各控制参数对可靠度指标的影响;算例2为隐式功能函数问题
将MPSO方法与GEP方法相结合求解可靠度指标。结果表明:MPSO-GEP方法对求解隐式功能函数的边坡可靠性问题具有很好的适应性
该方法科学可行且具有很好的应用前景。
This paper puts forward using a new method to combine gene expression programming(GEP)with mixed particle swarm optimization(MPSO)to calculate reliability of slope.It adopts uniform design to determine the sample points
and uses numerical method to solve safety factor.It can be used to fit the performance function of slope.Using the concept of hybrid genetic algorithms for reference
by introducing the standard Particle Swarm methods(particle swarm optimization
PSO)
it forms a mixed particle swarm optimization(MPSO).This method can improve the global searching ability
convergence rate and computational accuracy
and can be used to calculate reliability index and the corresponding check points.Taking two typical slopes for examples
by comparing to other methods
the first example shows that MPSO method has higher precision and fast convergence speed than standard PSO;It also analyzes the effect of each control parameter in algorithm on reliability index;The second example is a problem about implicit performance function
in which the reliability index is calculated by combining MPSO method and GEP method.The results show that
this method has good adaptive ability to solve the reliability analysis problem with implicit performance function
and it is scientific and feasible and has a good application prospect.
边坡可靠度分析的支持向量机法 [J]. 何婷婷,尚岳全,吕庆,任姗姗. 岩土力学 . 2013(11)
土钉支护结构优化设计中的混合粒子群优化算法 [J]. 刘大鹏,周建中,杨俊杰. 中国公路学报 . 2005(04)
基于基因表达式编程的抗噪声数据的函数挖掘方法 [J]. 段磊,唐常杰,左劼,陈宇,钟义啸,元昌安. 计算机研究与发展 . 2004(10)
基于粒子群算法求解多目标优化问题 [J]. 张利彪,周春光,马铭,刘小华. 计算机研究与发展 . 2004(07)
A NOTE ON UNIFORM DISTRIBUTION AND EXPERIMENTAL DESIGN [J]. 王元,方开泰. A Monthly Journal of Science . 1981(06)
岩土与结构工程中不确定性问题及其分析方法[M]. 科学出版社 , 林育梁, 2008
Probabilistic analysis of underground rock excavations using response surface method and SORM [J] . Qing Lü,Bak Kong Low. Computers and Geotechnics . 2011 (8)
Probabilistic stability analyses of slopes using the ANN-based response surface [J] . Sung Eun Cho. Computers and Geotechnics . 2009 (5)
Efficient Probabilistic Algorithm Illustrated for a Rock Slope [J] . B. K. Low. Rock Mechanics and Rock Engineering . 2008 (5)
Basic Analysis of Structural Safety [J] . Masanobu Shinozuka. Journal of Structural Engineering . 1983 (3)
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