基于SPA-OSC-PLS的高拱坝运行期应力影响因素重要性定量分析方法

Bo Li, Xiao Han, M. Yao, Jing Tian, Qian Zheng
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引用次数: 1

摘要

应力分析是高拱坝健康监测与评价的重要组成部分。目前,还缺乏一种合理的定量分析高拱坝运行期间应力影响因素重要性的方法。根据应变片组的实测数据,提出了一种结合连续投影算法(SPA)、正交信号校正(OSC)和偏最小二乘(PLS)的定量分析方法。首先,在混凝土坝应变组应力计算的基础上,建立了高拱坝应力统计模型。其次,对自变量进行SPA和OSC预处理,剔除无噪声信号的有效影响因素。最后,利用PLS提取对因变量解释最强的主成分,定量分离高拱坝运行期应力影响因素的重要性。结果表明,SPA-OSC-PLS方法可以有效地消除影响因素之间的多重相关性、信息重叠和噪声的影响。此外,SPA-OSC-PLS方法的预测能力和可解释性优于PLS和SPA-PLS方法,可以合理地得出高拱坝应力影响因素的重要性。该方法能较准确地揭示高拱坝运行期间应力的变化规律和作用机理。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Quantitative analysis method for the importance of stress influencing factors of a high arch dam during the operation period using SPA–OSC–PLS
Stress analysis is an important part of the health monitoring and evaluation of a high arch dam. At present, a reasonable quantitative analysis method for the importance of stress influencing factors of a high arch dam during the operation period remains lacking. According to measured data of strain gauge groups, a quantitative analysis method is proposed integrating succession projection algorithm (SPA), orthogonal signal correction (OSC), and partial least squares (PLS). First, based on the stress calculation of the strain gauge group of a concrete dam, the statistical model of high arch dam stress is established. Second, independent variables are preprocessed using SPA and OSC to screen out effective influencing factors without noise signals. Finally, the principal component with the strongest explanation for the dependent variable is extracted using PLS, and the importance of stress influencing factors of a high arch dam during the operation period is quantitatively separated. Results show that the SPA–OSC–PLS method can effectively eliminate the effects of multiple correlations, information overlap, and noise among influencing factors. In addition, the predictive ability and interpretability of the SPA–OSC–PLS method are superior to the PLS and SPA–PLS methods, which can reasonably obtain the importance of stress influencing factors of a high arch dam. The proposed method can accurately reveal the change law and action mechanism of the stress of a high arch dam during the operation period.
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