首页|基于IMA-SVM的斜拉桥索力可靠度计算模型

基于IMA-SVM的斜拉桥索力可靠度计算模型

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针对大跨度斜拉桥结构可靠度分析时计算量大、计算效率低等问题,提出了一种基于改进蜉蝣算法与支持向量机(IMA-SVM)的可靠度计算模型。采用Logistic混沌映射初始化策略、非线性递减重力系数和子代高斯变异操作对标准蜉蝣算法进行改进,引入基准测试函数对比了单一策略和混合策略改进下蜉蝣算法的寻优性能,并将其用于求解支持向量机的最优参数和结构隐式功能函数的极值。研究结果表明,采用混合策略改进的蜉蝣算法收敛速度和精度得到大幅提升;IMA-SVM在测试集中的最大拟合误差仅为 1。53%;IMA对大跨度斜拉桥索力可靠度隐式功能函数的求解效率较高,得到索力可靠度最小值为3。831,验证了上述算法对实际工程的适用性。
IMA-SVM Based Cable Force Reliability Analysis Model for Cable-Stayed Bridges
Aiming at the problems of large amounts of calculation and low efficiency of reliability calculation of long-span cable-stayed bridges,a reliability calculation method based on an improved Ephemera algorithm and sup-port vector machine(IMA-SVM)is proposed.The standard mayfly algorithm is improved by using the Logistic chaos map initialization strategy,nonlinear decreasing gravity coefficient and sub-generation Gaussian mutation operation.The benchmark function is introduced to compare the optimization performance of the Mayfly algorithm under the sin-gle strategy and the mixed strategy improvement,and it is used to solve the optimal parameters of the support vector machine and the extremum of the structural implicit function.The results show that the convergence speed and accu-racy of the hybrid strategy improved Ephemera algorithm are greatly improved.The maximum error of IMA-SVM fit-ting the structural function in the test set is only 1.53%.IMA has a high efficiency in solving the implicit function of cable force reliability of long-span cable-stayed bridges,and the minimum value of cable force reliability is 3.831,which verifies the applicability of the proposed method to practical projects.

Reliability calculationMayfly algorithmSupport vector machineLong span cable-stayed bridgeCable force

黎力韬、王龙林、王华

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广西交科集团有限公司,广西 南宁 530007

哈尔滨工业大学土木工程学院,黑龙江 哈尔滨 150006

可靠度计算 蜉蝣算法 支持向量机 大跨度斜拉桥 索力

广西科技计划项目广西科技计划项目南宁市创新创业领军人才邕江计划创新项目

桂科AD19245152桂科AB220350742018-01-04

2024

计算机仿真
中国航天科工集团公司第十七研究所

计算机仿真

CSTPCD
影响因子:0.518
ISSN:1006-9348
年,卷(期):2024.41(7)
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