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Record W3098198252 · doi:10.11159/iccste20.340

Development of Graphical Computer Software for the Design ofComposite Steel I-Girder Bridges per the Canadian Highway BridgeDesign Code

2020· article· en· W3098198252 on OpenAlexafffundvenueabout
A. S. Diab, Khaled Sennah

Bibliographic record

VenueProceedings of the International Conference on Civil, Structural and Transportation Engineering · 2020
Typearticle
Languageen
FieldEngineering
TopicRailway Engineering and Dynamics
Canadian institutionsToronto Metropolitan University
FundersCanadian Institute of Steel Construction
KeywordsBridge (graph theory)Code (set theory)SoftwareStructural engineeringComposite numberComputer scienceGirderEngineeringCivil engineeringProgramming language

Abstract

fetched live from OpenAlex

With increased prices of steel, bridge owners and design engineers may have become reluctant to using steel in bridge superstructure, as it may be cost prohibitive. During the preparation of bid documents, bridge design engineers select a bridge geometry which complies with functional requirements of the highway. While preliminary section sizes for precast concrete girders are available in the literature for use in the bidding process, no similar data is available for structural steel girders. So, the objective of this research is to establish ready-to-use design tables of steel I-girder bridges based on simplified analysis and design procedure specified in the Canadian Highway Bridge Design Code. The bridge analysis and design procedure were performed through a developed graphical computer software. The optimum steel girder section sizes were reached through iterative process to satisfy the ultimate, serviceability and fatigue limit state design procedure. The computer software discussed in this paper obtains input from the user, namely: (a) bridge dimensions, (b) truck type, and (c) design limit states required to be performed. The software is designed to generate accurate data for concrete slab-over-steel I-girder bridges ranging from 1 to 4 spans with span lengths ranging between 12 and 48 m. In terms of design trucks, the software considers (i) CL-625 -Canadian truck, (ii) CL625-ONT -Ontario truck, and (iii) CL-800 -Alberta truck. Results from the software for different bridge configurations were presented in the form of minimum required top and bottom flange areas and web thickness of the steel girders, and thus the structural steel content, to accelerate the process of bidding on bridge projects.

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 score0.291
Threshold uncertainty score0.405

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
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 head0.022
GPT teacher head0.207
Teacher spread0.185 · 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

Citations0
Published2020
Admission routes4
Has abstractyes

Explore more

Same venueProceedings of the International Conference on Civil, Structural and Transportation EngineeringSame topicRailway Engineering and DynamicsFrench-language works237,207