{"title":"Self-adjusting configuration control method for diagonal cable truss structures using deep learning technology","authors":"Xuanzhi Li , Suduo Xue , Guojun Sun","doi":"10.1016/j.engstruct.2025.120184","DOIUrl":null,"url":null,"abstract":"<div><div>Cable truss structures are composed of edge cables and internal connection members. A common design involves internal members arranged in a continuous oblique pattern, which is efficiently employed in long-span space structures. This configuration primarily governs the equilibrium of free nodes through the curve of the edge cables. However, manually adjusting the prestress to align with the edge cable shape is challenging due to the variable skew angles of the internal members. To address this, this paper proposes a deep learn method to establish a mapping relationship among the edge cable curve, the coordinates of the free nodes, and the prestress distribution. The force density distribution is automatically adjusted by comparing the coordinates of the free nodes with the edge cable shape. Based on the curve characteristics of the edge cable, the polynomial power function is fitted using the least squares method. A deep neural network model with four hidden layers and Adam optimizer, using constrained node coordinates as input and force density distribution as output, successfully achieved the rational configuration of several typical diagonal cable truss structures. The edge cable shape of each cable truss can be controlled by automatically adjusting its configuration. This method is suitable for cable trusses with complex space topology and achieves a high degree of automation.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"334 ","pages":"Article 120184"},"PeriodicalIF":5.6000,"publicationDate":"2025-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029625005759","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
Cable truss structures are composed of edge cables and internal connection members. A common design involves internal members arranged in a continuous oblique pattern, which is efficiently employed in long-span space structures. This configuration primarily governs the equilibrium of free nodes through the curve of the edge cables. However, manually adjusting the prestress to align with the edge cable shape is challenging due to the variable skew angles of the internal members. To address this, this paper proposes a deep learn method to establish a mapping relationship among the edge cable curve, the coordinates of the free nodes, and the prestress distribution. The force density distribution is automatically adjusted by comparing the coordinates of the free nodes with the edge cable shape. Based on the curve characteristics of the edge cable, the polynomial power function is fitted using the least squares method. A deep neural network model with four hidden layers and Adam optimizer, using constrained node coordinates as input and force density distribution as output, successfully achieved the rational configuration of several typical diagonal cable truss structures. The edge cable shape of each cable truss can be controlled by automatically adjusting its configuration. This method is suitable for cable trusses with complex space topology and achieves a high degree of automation.
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.