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        <full_title>WSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS</full_title>
        <issn media_type="print">1991-8747</issn>
        <issn media_type="electronic">2224-3429</issn>
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      <journal_article>
        <titles>
          <title>Highway Bridge Pier Capacity Design</title>
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        <contributors>
          <person_name sequence="first" contributor_role="author">
            <given_name>Iralda</given_name>
            <surname>Xhaferaj</surname>
            <affiliations>
              <institution>
                <institution_name>Civil Engineering Faculty Polytechnic University of Tirana “Dëshmoret e Kombit” boulevard, square “Nënë Tereza” Tiranë ALBANIA </institution_name>
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        <jats:abstract xml:lang="en">
          <jats:p>To prevent brittle failure under strong earthquakes, ductile reinforced concrete bridge columns are designed following the capacity design philosophy, which requires evaluating their overstrength to ensure safe plastic hinge formation. This study presents a comparative capacity analysis of RC bridge columns based on the Albanian code, Eurocode 2, and AASHTO LRFD. Ultimate axial force and bending moment capacities are calculated analytically using selected overstrength parameters, and representative case studies illustrate how normative differences influence column design and seismic performance.</jats:p>
        </jats:abstract>
        <publication_date media_type="print">
          <month>12</month>
          <day>31</day>
          <year>2025</year>
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        <publication_date media_type="online">
          <month>12</month>
          <day>31</day>
          <year>2025</year>
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          <first_page>217</first_page>
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          <item_number item_number_type="article_number">24</item_number>
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          <doi>10.37394/232011.2025.20.24</doi>
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          <citation key="ref1">
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