一种光伏柔性支架结构参数自适应优化方法及系统

By classifying the structural parameters of the photovoltaic flexible support and constructing interval fields using a random field discretization algorithm, combined with sparse grid sampling and a multinomial surrogate model, the precise structural response optimization of the photovoltaic flexible support under extreme working conditions was achieved. This solved the problem of inaccurate mapping relationship description in existing technologies and improved control efficiency and stability.

CN122413086APending Publication Date: 2026-07-17POWERCHINA JIANGXI ELECTRIC POWER ENGINEERING CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
POWERCHINA JIANGXI ELECTRIC POWER ENGINEERING CO LTD
Filing Date
2026-06-17
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing adaptive control methods for photovoltaic flexible supports cannot accurately describe their complex nonlinear mapping relationships, resulting in large structural response errors under extreme operating conditions, deviations between control actions and actual needs, and impacts power generation efficiency and structural stability.

Method used

The structural parameters of the photovoltaic flexible support are divided into geometric, material, and boundary condition parameters. A random field discretization algorithm is used to construct the interval field. Combined with sparse grid sampling, a parameter sample set is generated, and a multinomial surrogate model is constructed. The structural response parameters are detected in real time and optimized online through incremental sparse grid sampling.

Benefits of technology

Accurately characterize the nonlinear mapping relationship of photovoltaic flexible support, reduce structural response errors under extreme conditions, improve parameter optimization efficiency, and ensure the accuracy and stability of the support's operation and control under extreme conditions.

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Abstract

本发明提供了一种光伏柔性支架结构参数自适应优化方法及系统,该方法包括:针对所述几何参数、所述材料参数以及所述边界条件参数,对应确定出在光伏柔性支架的全生命周期内的变化范围,且采用随机场离散算法将变化范围转换为对应的区间场;采用稀疏网格采样算法生成对应的参数样本集,并将区间场的上下边界作为硬约束对应嵌入到多项式的预设基函数中,结合参数样本集,对应构建出区间场约束的多项式代理模型;检测出对应的实际结构响应参数;采用增量稀疏网格采样算法根据区间偏差以及参数样本集生成对应的更新样本集,且通过更新样本集对实际结构响应参数进行在线优化处理,以生成对应的优化结构响应参数。本发明能够大幅提升参数优化效率。
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