<?xml version="1.0" encoding="UTF-8" standalone="yes"?><?xml-stylesheet type="text/xsl" href="/oai-pmh-repository/static/oai2.xsl"?>
<OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd">
    <responseDate>2026-10-12T01:45:44Z</responseDate>
    <request verb="GetRecord" identifier="oai:data.mendeley.com/p3vjt7w9v7.1" metadataPrefix="oai_dc">https://data.mendeley.com/oai</request>
    <GetRecord>
        <record>
            <header>
                <identifier>oai:data.mendeley.com/p3vjt7w9v7.1</identifier>
                <datestamp>2026-08-24T01:13:21Z</datestamp>
            </header>
            <metadata><oai_dc:dc xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
    <dc:creator>Musiket, Kamtornkiat</dc:creator>
    <dc:title>Data and code for: SHAP-Based Interpretability of Machine Learning Models for the Shear Capacity of Corrugated-Web Steel Girders</dc:title>
    <dc:publisher>Mendeley Data</dc:publisher>
    <dc:description>Dataset, EN 1993-1-5 Annex D implementation, trained CatBoost model, SHAP attributions and analysis scripts supporting the article &quot;SHAP-Based Interpretability of Machine Learning Models for the Shear Capacity of Corrugated-Web Steel Girders: Insights for Design-Code Calibration&quot;.

The data comprise 181 experimentally tested steel girders with trapezoidal corrugated webs, a secondary compilation derived from the 206-specimen database of Shrif et al. (2024, Heliyon 10, e35778) by removing 25 specimens whose corrugation geometry falls outside the trapezoidal idealisation of EN 1993-1-5 Annex D. The deposit reproduces every numerical result, table and figure in the article, including the grouped SHAP attribution, the subgroup analysis of code-unconservative specimens, and the cross-validated trial recalibration of Annex D.

The included EN 1993-1-5:2006 Annex D implementation has been verified expression by expression against the published standard, equations (D.4) to (D.10).

The same 181 specimens underlie a companion study on tri-code comparison, deposited separately at https://doi.org/10.17632/nsm2gxj88n.1. See README.md for full provenance, a file manifest, and reproduction instructions.</dc:description>
    <dc:subject>Civil Engineering</dc:subject>
    <dc:subject>Structural Engineering</dc:subject>
    <dc:subject>Machine Learning</dc:subject>
    <dc:contributor id="https://orcid.org/0000-0002-5603-8345">Phungpaingam, Boonchai</dc:contributor>
    <dc:contributor id="https://orcid.org/0000-0001-5027-4331">Pongsivasathit, Supasit</dc:contributor>
    <dc:type>Dataset</dc:type>
    <dc:identifier>doi:10.17632/p3vjt7w9v7.1</dc:identifier>
    <dc:identifier>oai:data.mendeley.com/p3vjt7w9v7.1</dc:identifier>
    <dc:rights>Creative Commons Attribution 4.0 International</dc:rights>
    <dc:rights>http://creativecommons.org/licenses/by/4.0</dc:rights>
    <dc:relation>https://data.mendeley.com/datasets/p3vjt7w9v7</dc:relation>
    <dc:date>2026-08-24T01:13:21Z</dc:date>
</oai_dc:dc></metadata>
        </record>
    </GetRecord>
</OAI-PMH>
