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  <front>
    <journal-meta>
      <journal-id journal-id-type="issn">2411-3336</journal-id>
      <journal-id journal-id-type="eissn">2541-9404</journal-id>
      <journal-title-group>
        <journal-title xml:lang="ru">Записки Горного института</journal-title>
        <journal-title xml:lang="en">Journal of Mining Institute</journal-title>
      </journal-title-group>
      <publisher>
        <publisher-name xml:lang="ru">Санкт-Петербургский горный университет императрицы Екатерины ΙΙ</publisher-name>
        <publisher-name xml:lang="en">Empress Catherine II Saint Petersburg Mining University</publisher-name>
      </publisher>
    </journal-meta>
    <article-meta>
      <article-id custom-type="pmi" pub-id-type="custom">pmi-5541</article-id>
      <article-id pub-id-type="uri">https://pmi.spmi.ru/pmi/article/view/5541</article-id>
      <article-categories>
        <subj-group subj-group-type="section-heading" xml:lang="ru">
          <subject>Инженерная геодезия</subject>
        </subj-group>
        <subj-group subj-group-type="section-heading" xml:lang="en">
          <subject>Engineering geodesy</subject>
        </subj-group>
      </article-categories>
      <title-group>
        <article-title xml:lang="en">Analysis of the effect of assembly errors on deviations from design arch sizes</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Анализ влияния погрешностей сборки на отклонения от проектных размеров арки</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes">
          <name name-style="eastern">
            <surname>Kougiya</surname>
            <given-names>V. A.</given-names>
          </name>
          <name-alternatives>
            <name name-style="eastern" xml:lang="ru">
              <surname>Коугия</surname>
              <given-names>В. А.</given-names>
            </name>
            <name name-style="western" xml:lang="en">
              <surname>Kougiya</surname>
              <given-names>V. A.</given-names>
            </name>
          </name-alternatives>
          <email>kou@VK3672.spb.edu</email>
          <xref ref-type="aff" rid="aff1"/>
        </contrib>
        <aff-alternatives id="aff1">
          <aff>
            <institution xml:lang="ru">Петербургский государственный университет путей сообщения (Россия)</institution>
          </aff>
          <aff>
            <institution xml:lang="en">Petersburg State Transport University (Russia)</institution>
          </aff>
        </aff-alternatives>
        <contrib contrib-type="author">
          <name name-style="eastern">
            <surname>Sergeev</surname>
            <given-names>O. P.</given-names>
          </name>
          <name-alternatives>
            <name name-style="eastern" xml:lang="ru">
              <surname>Сергеев</surname>
              <given-names>О. П.</given-names>
            </name>
            <name name-style="western" xml:lang="en">
              <surname>Sergeev</surname>
              <given-names>O. P.</given-names>
            </name>
          </name-alternatives>
          <email>kig@pgups.edu</email>
          <xref ref-type="aff" rid="aff2"/>
        </contrib>
        <aff-alternatives id="aff2">
          <aff>
            <institution xml:lang="ru">Петербургский государственный университет путей сообщения (Россия)</institution>
          </aff>
          <aff>
            <institution xml:lang="en">Petersburg State Transport University (Russia)</institution>
          </aff>
        </aff-alternatives>
      </contrib-group>
      <pub-date pub-type="epub" iso-8601-date="2013-11-18">
        <day>18</day>
        <month>11</month>
        <year>2013</year>
      </pub-date>
      <pub-date date-type="collection">
        <year>2013</year>
      </pub-date>
      <volume>204</volume>
      <fpage>12</fpage>
      <lpage>14</lpage>
      <history>
        <date date-type="received" iso-8601-date="2012-11-03">
          <day>03</day>
          <month>11</month>
          <year>2012</year>
        </date>
        <date date-type="accepted" iso-8601-date="2013-01-22">
          <day>22</day>
          <month>01</month>
          <year>2013</year>
        </date>
        <date date-type="rev-recd" iso-8601-date="2013-11-18">
          <day>18</day>
          <month>11</month>
          <year>2013</year>
        </date>
      </history>
      <permissions>
        <copyright-statement xml:lang="ru">© 2013 В. А. Коугия, О. П. Сергеев</copyright-statement>
        <copyright-statement xml:lang="en">© 2013 V. A. Kougiya, O. P. Sergeev</copyright-statement>
        <copyright-year>2013</copyright-year>
        <copyright-holder xml:lang="ru">В. А. Коугия, О. П. Сергеев</copyright-holder>
        <copyright-holder xml:lang="en">V. A. Kougiya, O. P. Sergeev</copyright-holder>
        <license license-type="open-access" xlink:href="http://creativecommons.org/licenses/by/4.0" xml:lang="ru">
          <license-p>Эта статья доступна по лицензии Creative Commons Attribution 4.0 International (CC BY 4.0)</license-p>
        </license>
        <license license-type="open-access" xlink:href="http://creativecommons.org/licenses/by/4.0" xml:lang="en">
          <license-p>This article is licensed under a Creative Commons Attribution 4.0 International License (CC BY 4.0)</license-p>
        </license>
      </permissions>
      <self-uri xlink:type="simple" xlink:href="https://pmi.spmi.ru/pmi/article/view/5541">https://pmi.spmi.ru/pmi/article/view/5541</self-uri>
      <abstract xml:lang="ru">
        <p>Арочные мосты с подвесками из вант построены через р.Охта в Санкт-Петербурге и через р.Ишим в Астане (Республика Казахстан). Каждая полуарка собиралась из отдельных блоков от опорного блока на затяжке арки. Приведены формулы для расчета точности стыковки полуарок в зависимости от точности изготовления и размеров ее элементов, от формы и размеров арочного пролетного строения. Даны примеры расчета для строительства арочного моста через р.Ишим в Астане.</p>
      </abstract>
      <abstract xml:lang="en">
        <p>Arched bridges with suspension brackets of cables are built over the river Ohta in Saint Petersburg and the river Ishim in Astana (Kazakhstan). Each semi-arch was carried out of separate units from supporting block of the arch tightening. There are given the formulas for calculating the precision of semi-arch jointing depending on the fabrication accuracy and dimensions of its elements, on the shape and size of the arch span. Calculation examples are given for the arch bridge construction over the river Ishim in Astana.</p>
      </abstract>
      <kwd-group xml:lang="ru">
        <title>Ключевые слова</title>
        <kwd>погрешности</kwd>
        <kwd>арочный мост</kwd>
        <kwd>монтаж полуарок</kwd>
      </kwd-group>
      <kwd-group xml:lang="en">
        <title>Keywords</title>
        <kwd>accuracy</kwd>
        <kwd>arch bridge</kwd>
        <kwd>building-up of semi arch</kwd>
      </kwd-group>
    </article-meta>
  </front>
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