Yue Yu , You Chen , Wenjie Liao , Zihang Wang , Shulu Zhang , Yongjun Kang , Xinzheng Lu
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引用次数: 0
Abstract
The intelligent design of shear wall structures is a critical aspect of smart construction, with a high demand for research and applications. Accurately predicting the shear wall ratio (i.e., the shear wall area-to-floor area ratio) during cost estimation and rapidly generating shear wall layouts during early design is essential. However, the unclear influences of numerous design feature parameters hinder the enhancement of generative AI design. This affects both the prediction of shear wall ratios from multidimensional features and the generation of shear wall layouts from high-dimensional features. Therefore, a method for generating key structural design features using machine learning (ML) and generative adversarial networks (GANs), along with model interpretation, is proposed in this study. Existing shear wall design data are collected, and features such as the architectural plan geometry, seismic design conditions, and shear wall ratios are extracted to establish a dataset. Key shear wall ratio parameters are predicted using an ML model with multidimensional design features as inputs, and interpretability analysis is conducted using Shapley Additive Explanations (SHAP). Concurrently, a GAN model is built to generate shear wall designs using fused image-text high-dimensional features, and the influence patterns of design features are explained through sensitivity analysis. The analysis results indicate that the prediction accuracy is effectively enhanced by ML-based multidimensional feature learning, shear wall designs are effectively generated by GAN-based high-dimensional feature learning, and seismic design intensity and structural height are revealed as significant factors through interpretability analysis. Furthermore, when high-dimensional feature inputs are available, the generation of comprehensive features should be prioritized for shear wall structural designs.
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.