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Record W4407602494 · doi:10.1142/s0219455426501828

Dynamic Soil–Structure-Group Interaction Under Incident Antiplane Shear Waves: Analytical Solution and Parametric Analysis

2025· article· en· W4407602494 on OpenAlexaff
Jishuai Wang, Tong Guo, Yazhou Xie, Shuqi Yu

Bibliographic record

VenueInternational Journal of Structural Stability and Dynamics · 2025
Typearticle
Languageen
FieldEngineering
TopicGeotechnical and Geomechanical Engineering
Canadian institutionsMcGill University
FundersChina Postdoctoral Science FoundationNatural Science Foundation of Jiangsu ProvinceNational Natural Science Foundation of China
KeywordsAntiplane shearParametric statisticsShear (geology)Group (periodic table)Soil structure interactionShear wavesStructural engineeringPhysicsMechanicsMathematical analysisMathematicsMaterials scienceEngineeringStatisticsComposite materialFinite element method

Abstract

fetched live from OpenAlex

Dynamic soil–structure-group interaction (SSGI) effect is of great significance for seismic analysis and design of structural portfolios in densely built areas. However, previous studies investigating the SSGI effect fail to rigorously disclose the fundamental physics and comprehensively assess the influences of various affecting parameters. Based on elastic wave diffraction theory, this study considers the single-degree-of-freedom (SDOF) structures with rigid circular-arc foundations buried in elastic semi-space and derives the analytical solution to quantify the SSGI under antiplane shear waves, and solves the solution by MATLAB software. The proposed solution can solve the dynamic interaction between soil and an arbitrary number of structures. Its accuracy is also examined against previous studies for simple structure group scenarios. Subsequently, a comprehensive set of parametric analyses is performed to quantify the influences on the structural response due to the presence of adjacent structures. This study indicates that the SSGI effect is highly dependent on the frequency and incident angle of the wave, the structural number, natural frequencies, and spacing, the soil shear wave velocity, and the depth and size of foundation. Greater structural damping generally reduces the SSGI effect, though the magnitude of this reduction is minimal. In addition, the SSGI effect does not always increase with a larger number of structures, it fluctuates and tends to decay with a larger structure spacing.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.001
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.002
Threshold uncertainty score0.005

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0010.001
Science and technology studies0.0000.001
Scholarly communication0.0010.001
Open science0.0010.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0020.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.006
GPT teacher head0.241
Teacher spread0.235 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designSimulation or modeling
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations1
Published2025
Admission routes1
Has abstractyes

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