{"title":"截断域中远程激励sh波传播的无量纲物理信息神经网络","authors":"Hamid Taghavi Ganji, Elnaz Seylabi","doi":"10.1016/j.compgeo.2025.107612","DOIUrl":null,"url":null,"abstract":"<div><div>Physics-informed neural networks (PINNs) are explored for the first time as a mesh-free solver for two-dimensional shear–horizontal (SH) wave propagation in truncated domains excited by remote seismic sources. Building on the Domain Reduction Method (DRM), we derive a jump (substructuring) condition that transfers free-field displacements and tractions onto an interior interface and combine it with Lysmer–Kuhlemeyer (LK) absorbing and transmitting boundary conditions. A dimensionless scaling, extended here from one to two dimensions, removes heuristic loss-weighting and markedly improves training robustness. Three truncation configurations of increasing sophistication are benchmarked against finite-element (FEM) solutions for (i) a synthetic toy model, (ii) a field-scale homogeneous basin, and (iii) a heterogeneous basin with depth-varying shear-wave velocity. Across all cases, the dimensionless PINN reconstructs displacement fields with normalized errors below 9%, while the most effective configuration — separating the jump interface from the absorbing boundary by half a characteristic wavelength — reduces FEM truncation error to <span><math><mo><</mo></math></span> 4% and total PINN error to <span><math><mo><</mo></math></span> 8%. The proposed framework, therefore, offers an accurate and flexible alternative for large-scale site response and soil–structure interaction analyses subjected to remote excitation.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"189 ","pages":"Article 107612"},"PeriodicalIF":6.2000,"publicationDate":"2025-09-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Dimensionless physics-informed neural networks for remote-excitation SH-wave propagation in truncated domains\",\"authors\":\"Hamid Taghavi Ganji, Elnaz Seylabi\",\"doi\":\"10.1016/j.compgeo.2025.107612\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Physics-informed neural networks (PINNs) are explored for the first time as a mesh-free solver for two-dimensional shear–horizontal (SH) wave propagation in truncated domains excited by remote seismic sources. Building on the Domain Reduction Method (DRM), we derive a jump (substructuring) condition that transfers free-field displacements and tractions onto an interior interface and combine it with Lysmer–Kuhlemeyer (LK) absorbing and transmitting boundary conditions. A dimensionless scaling, extended here from one to two dimensions, removes heuristic loss-weighting and markedly improves training robustness. Three truncation configurations of increasing sophistication are benchmarked against finite-element (FEM) solutions for (i) a synthetic toy model, (ii) a field-scale homogeneous basin, and (iii) a heterogeneous basin with depth-varying shear-wave velocity. Across all cases, the dimensionless PINN reconstructs displacement fields with normalized errors below 9%, while the most effective configuration — separating the jump interface from the absorbing boundary by half a characteristic wavelength — reduces FEM truncation error to <span><math><mo><</mo></math></span> 4% and total PINN error to <span><math><mo><</mo></math></span> 8%. The proposed framework, therefore, offers an accurate and flexible alternative for large-scale site response and soil–structure interaction analyses subjected to remote excitation.</div></div>\",\"PeriodicalId\":55217,\"journal\":{\"name\":\"Computers and Geotechnics\",\"volume\":\"189 \",\"pages\":\"Article 107612\"},\"PeriodicalIF\":6.2000,\"publicationDate\":\"2025-09-18\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computers and Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0266352X25005610\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X25005610","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
Dimensionless physics-informed neural networks for remote-excitation SH-wave propagation in truncated domains
Physics-informed neural networks (PINNs) are explored for the first time as a mesh-free solver for two-dimensional shear–horizontal (SH) wave propagation in truncated domains excited by remote seismic sources. Building on the Domain Reduction Method (DRM), we derive a jump (substructuring) condition that transfers free-field displacements and tractions onto an interior interface and combine it with Lysmer–Kuhlemeyer (LK) absorbing and transmitting boundary conditions. A dimensionless scaling, extended here from one to two dimensions, removes heuristic loss-weighting and markedly improves training robustness. Three truncation configurations of increasing sophistication are benchmarked against finite-element (FEM) solutions for (i) a synthetic toy model, (ii) a field-scale homogeneous basin, and (iii) a heterogeneous basin with depth-varying shear-wave velocity. Across all cases, the dimensionless PINN reconstructs displacement fields with normalized errors below 9%, while the most effective configuration — separating the jump interface from the absorbing boundary by half a characteristic wavelength — reduces FEM truncation error to 4% and total PINN error to 8%. The proposed framework, therefore, offers an accurate and flexible alternative for large-scale site response and soil–structure interaction analyses subjected to remote excitation.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.