{"title":"A deep-learning enhanced probability flow tube method for probability density evolution analysis of nonlinear structures","authors":"Futai Zhang, Zheyi Guo, Jun Xu","doi":"10.1016/j.probengmech.2026.104049","DOIUrl":null,"url":null,"abstract":"<div><div>Probability density evolution analysis of nonlinear structures provides a basis for uncertainty propagation and dynamic reliability assessment. The recently developed Probability Flow Tube Method (PFTM) enables the reconstruction of the time-dependent Probability Density Function (PDF) of a quantity of interest without numerically solving the generalized density evolution equation. However, applying PFTM to complex nonlinear structures may require a large ensemble of deterministic response time histories, resulting in considerable computational cost. To address this issue, this study proposes a deep-learning enhanced PFTM framework. A hybrid temporal network is trained on a small number of excitation–response pairs and used to predict a large ensemble of response trajectories for subsequent PDF reconstruction. The predicted trajectories are organized into time-continuous probability flow tubes with time-invariant probability weights. The evolving mean and standard deviation of each tube are determined algebraically by matching characteristic-function Taylor coefficients at the origin, and the global PDF is reconstructed as a probability-weighted mixture of the tube PDFs. The framework is evaluated using a real-world engineering example involving stochastic seismic response analysis of an onshore 5-MW steel–concrete hybrid wind turbine tower. The reconstructed PDF evolution and tail probabilities show close agreement with the corresponding Monte Carlo simulation results obtained using <span><math><mrow><mn>1</mn><mo>×</mo><mn>1</mn><msup><mrow><mn>0</mn></mrow><mrow><mn>5</mn></mrow></msup></mrow></math></span> samples. These results indicate that the deep-learning model can efficiently generate the response ensemble required by PFTM while substantially reducing the number of computationally demanding time–history analyses of nonlinear structures.</div></div>","PeriodicalId":54583,"journal":{"name":"Probabilistic Engineering Mechanics","volume":"86 ","pages":"Article 104049"},"PeriodicalIF":4.1000,"publicationDate":"2026-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Probabilistic Engineering Mechanics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266892026001608","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/10/8 0:00:00","PubModel":"Epub","JCR":"Q2","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Probability density evolution analysis of nonlinear structures provides a basis for uncertainty propagation and dynamic reliability assessment. The recently developed Probability Flow Tube Method (PFTM) enables the reconstruction of the time-dependent Probability Density Function (PDF) of a quantity of interest without numerically solving the generalized density evolution equation. However, applying PFTM to complex nonlinear structures may require a large ensemble of deterministic response time histories, resulting in considerable computational cost. To address this issue, this study proposes a deep-learning enhanced PFTM framework. A hybrid temporal network is trained on a small number of excitation–response pairs and used to predict a large ensemble of response trajectories for subsequent PDF reconstruction. The predicted trajectories are organized into time-continuous probability flow tubes with time-invariant probability weights. The evolving mean and standard deviation of each tube are determined algebraically by matching characteristic-function Taylor coefficients at the origin, and the global PDF is reconstructed as a probability-weighted mixture of the tube PDFs. The framework is evaluated using a real-world engineering example involving stochastic seismic response analysis of an onshore 5-MW steel–concrete hybrid wind turbine tower. The reconstructed PDF evolution and tail probabilities show close agreement with the corresponding Monte Carlo simulation results obtained using samples. These results indicate that the deep-learning model can efficiently generate the response ensemble required by PFTM while substantially reducing the number of computationally demanding time–history analyses of nonlinear structures.
期刊介绍:
This journal provides a forum for scholarly work dealing primarily with probabilistic and statistical approaches to contemporary solid/structural and fluid mechanics problems encountered in diverse technical disciplines such as aerospace, civil, marine, mechanical, and nuclear engineering. The journal aims to maintain a healthy balance between general solution techniques and problem-specific results, encouraging a fruitful exchange of ideas among disparate engineering specialities.