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    <journal-meta>
      <journal-id journal-id-type="nlm-ta">Rea Press</journal-id>
      <journal-id journal-id-type="publisher-id">null</journal-id>
      <journal-title>Rea Press</journal-title><issn pub-type="ppub">3042-0199</issn><issn pub-type="epub">3042-0199</issn><publisher>
      	<publisher-name>Rea Press</publisher-name>
      </publisher>
    </journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">https://doi.org/10.22105/opt.v3i3.119</article-id>
      <article-categories>
        <subj-group subj-group-type="heading">
          <subject>Research Article</subject>
        </subj-group>
        <subj-group><subject>Structural sizing, Adaptive operator selection, Constraint handling, Population entropy, Evaluation accounting, Reproducibility</subject></subj-group>
      </article-categories>
      <title-group>
        <article-title>Constraint-Aware Entropy-Adaptive Swarm Search for Civil Infrastructure Sizing: Formulation and Reported Benchmark Evidence</article-title><subtitle>Constraint-Aware Entropy-Adaptive Swarm Search for Civil Infrastructure Sizing: Formulation and Reported Benchmark Evidence</subtitle></title-group>
      <contrib-group><contrib contrib-type="author">
	<name name-style="western">
	<surname>Khan</surname>
		<given-names>Hassan M. </given-names>
	</name>
	<aff>Department of Civil Engineering, NED University of Engineering & Technology, Karachi, Pakistan.</aff>
	</contrib><contrib contrib-type="author">
	<name name-style="western">
	<surname>El-Sayed</surname>
		<given-names>Ahmed M. </given-names>
	</name>
	<aff>Department of Structural Engineering, Ain Shams University, Cairo, Egypt.</aff>
	</contrib><contrib contrib-type="author">
	<name name-style="western">
	<surname>Boutros</surname>
		<given-names>Rania </given-names>
	</name>
	<aff>Department of Civil and Environmental Engineering, University of Auckland, Auckland, New Zealand.</aff>
	</contrib><contrib contrib-type="author">
	<name name-style="western">
	<surname>Lewandowski</surname>
		<given-names>Tomasz </given-names>
	</name>
	<aff>Department of Civil Engineering, Wroclaw University of Science and Technology, Wroclaw, Poland.</aff>
	</contrib></contrib-group>		
      <pub-date pub-type="ppub">
        <month>09</month>
        <year>2026</year>
      </pub-date>
      <pub-date pub-type="epub">
        <day>19</day>
        <month>09</month>
        <year>2026</year>
      </pub-date>
      <volume>3</volume>
      <issue>3</issue>
      <permissions>
        <copyright-statement>© 2026 Rea Press</copyright-statement>
        <copyright-year>2026</copyright-year>
        <license license-type="open-access" xlink:href="http://creativecommons.org/licenses/by/2.5/"><p>This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.</p></license>
      </permissions>
      <related-article related-article-type="companion" vol="2" page="e235" id="RA1" ext-link-type="pmc">
			<article-title>Constraint-Aware Entropy-Adaptive Swarm Search for Civil Infrastructure Sizing: Formulation and Reported Benchmark Evidence</article-title>
      </related-article>
	  <abstract abstract-type="toc">
		<p>
			SI-CASS is a proposed population-search framework for civil sizing that combines an operator portfolio, structural-response-based repair and entropy-triggered reinjection. The formulation distinguishes simplified optimization constraints from the complete checks required by a project design code. Repair is a local heuristic followed by structural reevaluation; neither catalog rounding nor area scaling guarantees feasibility or code certification. A conditional coverage argument describes requirements for an infinite search extension, while the specified finite-budget process has no established global convergence rate. Reported summaries from six problems and 30 runs retain the original numerical observations, including a 25-bar-truss mean of 247.1 versus 252.4 for SHADE and 263.5 for PSO. The underlying models, units, implementation and run-level outputs are unavailable, and inconsistencies among the tables, statistical adjustments and figures prevent verification of significance and causal component effects. The contribution is the stated search architecture and an explicit account of the evidence needed to assess it. The reported designs are not certified engineering deliverables.
		</p>
		</abstract>
    </article-meta>
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