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Record W4411326292 · doi:10.1016/j.jobe.2025.113188

Finite element simulation and parametric study of exposed column base plate connections under axial compression and Bi-directional lateral loading

2025· article· en· W4411326292 on OpenAlexafffund
Shen Jiang, A. H. M. Muntasir Billah

Bibliographic record

VenueJournal of Building Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversity of Calgary
FundersCanadian Institute of Steel Construction
KeywordsStructural engineeringFinite element methodBase (topology)Column (typography)Parametric statisticsCompression (physics)Materials scienceEngineeringConnection (principal bundle)Composite materialMathematics

Abstract

fetched live from OpenAlex

This study numerically investigates the structural performance of exposed steel column base plate (CBP) connections subjected to combined axial compression and bi-directional lateral loading . Unlike traditional approaches that primarily consider uniaxial forces, this research addresses the combined impact of multi-directional forces, which more accurately represent seismic loading conditions. The research employs a comprehensive methodology that integrates experimentally validated finite element analysis (FEA) using ABAQUS. Laboratory tests were conducted on four CBP specimens with varying base plate thicknesses, bolt layouts, and grout thicknesses to capture critical failure modes and hysteretic behavior, in a companion study. The FEA models, validated against those experimental results, successfully simulate the non-linear moment-rotation response, pinching effects, and stiffness degradation under cyclic loading. Parametric studies are performed to explore the influence of key design variables, including axial load magnitude, base plate thickness, anchor bolt layout, bolt diameter , and grout properties. The results reveal that higher axial loads enhance moment capacity but reduce ductility, while bolt layout and diameter significantly influence energy dissipation capacity and failure mechanisms. This research highlights the differences in connection stiffness under unidirectional and bidirectional lateral loading and their impact on the behavior and response of CBP connections. The findings provide a foundation for improving design codes and optimizing the seismic performance of steel-framed structures.

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 distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation 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: Empirical
Teacher disagreement score0.078
Threshold uncertainty score0.574

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0000.000

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 head0.018
GPT teacher head0.262
Teacher spread0.244 · 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 teacher head, 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

Citations2
Published2025
Admission routes2
Has abstractyes

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