一种新的多任务图神经网络模型用于斜拉桥索力优化

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL
Yuhang Lei , Qunfeng Liu , Xing Wu , Shimin Zhu , Jun Zhao , Xiang Ren
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引用次数: 0

摘要

本文提出了一种新的多任务图神经网络(MT-GNN)替代模型,用于斜拉桥中高效、多目标的索力优化。MT-GNN是在拉丁超立方采样设计空间上进行的有限元模拟的异构图数据上进行训练的,利用带有不确定性加权的Huber损失函数来同时预测节点位移和单元弯矩。将这个训练过的MT-GNN集成到NSGA-II框架中,可以实现快速优化,同时最小化梁的总垂直位移和桥梁的总弯矩能量。对二维(2D)和三维(3D)单塔斜拉桥的案例研究表明,所提出的框架实现了与有限元(FE)分析相当的预测精度,同时大大降低了计算成本。优化后的设计表现出优于传统策略的结构性能,特别是对于复杂的3D配置。这些结果表明,基于mt - gnn的框架为斜拉桥多目标索力优化提供了一种计算效率高、鲁棒性强且实用的工具。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A novel multi-task graph neural network model for cable force optimization in cable-stayed bridges
This study proposes a novel multi-task graph neural network (MT-GNN) surrogate model for efficient, multi-objective cable force optimization in cable-stayed bridges. The MT-GNN is trained on heterogeneous graph data derived from finite element simulations conducted over a Latin Hypercube Sampled design space, leveraging a Huber loss function with uncertainty weighting to concurrently predict node displacements and element bending moments. Integrating this trained MT-GNN into the NSGA-II framework enables rapid optimization aimed at simultaneously minimizing total girder vertical displacements and total bridge bending moment energy. Case studies on two-dimensional (2D) and three-dimensional (3D) single-pylon cable-stayed bridges demonstrate that the proposed framework achieves prediction accuracies comparable to finite element (FE) analysis, while drastically reducing computational costs. The optimized designs exhibit superior structural performance over traditional strategies, particularly for complex 3D configurations. These results demonstrate that the MT-GNN-based framework offers a computationally efficient, robust, and practical tool for multi-objective cable force optimization in cable-stayed bridges.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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