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<article article-type="research-article" dtd-version="1.3" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xml:lang="ru"><front><journal-meta><journal-id journal-id-type="publisher-id">vestniktgasu</journal-id><journal-title-group><journal-title xml:lang="ru">Вестник Томского государственного архитектурно-строительного университета</journal-title><trans-title-group xml:lang="en"><trans-title>Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">1607-1859</issn><issn pub-type="epub">2310-0044</issn><publisher><publisher-name>Tomsk State University of Architecture and Building</publisher-name></publisher></journal-meta><article-meta><article-id custom-type="elpub" pub-id-type="custom">vestniktgasu-151</article-id><article-categories><subj-group subj-group-type="heading"><subject>Research Article</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="ru"><subject>СТРОИТЕЛЬНЫЕ КОНСТРУКЦИИ, ЗДАНИЯ И СООРУЖЕНИЯ</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>BUILDING AND CONSTRUCTION</subject></subj-group></article-categories><title-group><article-title>Экспериментальные исследования облегченной кирпичной кладки на центральное и внецентренное нагружение</article-title><trans-title-group xml:lang="en"><trans-title>Experimental Research of Hollow Masonry Under Centric and Eccentric Loads</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Нугужинов</surname><given-names>Жмагул Смагулович</given-names></name><name name-style="western" xml:lang="en"><surname>Nuguzhinov</surname><given-names>Zhmagul S.</given-names></name></name-alternatives><email xlink:type="simple">kazmirr@mail.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Копаница</surname><given-names>Дмитрий Георгиевич</given-names></name><name name-style="western" xml:lang="en"><surname>Kopanitsa</surname><given-names>Dmitry G.</given-names></name></name-alternatives><email xlink:type="simple">kopanitsa@mail.ru</email><xref ref-type="aff" rid="aff-2"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Кошарнова</surname><given-names>Юлия Евгеньева</given-names></name><name name-style="western" xml:lang="en"><surname>Kosharnova</surname><given-names>Julia E.</given-names></name></name-alternatives><email xlink:type="simple">kosharnova-yu@yandex.ru</email><xref ref-type="aff" rid="aff-2"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Устинов</surname><given-names>Артем Михайлович</given-names></name><name name-style="western" xml:lang="en"><surname>Ustinov</surname><given-names>Artem M.</given-names></name></name-alternatives><email xlink:type="simple">artemustinov@bk.ru</email><xref ref-type="aff" rid="aff-2"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Усеинов</surname><given-names>Эмиль Сейранович</given-names></name><name name-style="western" xml:lang="en"><surname>Useinov</surname><given-names>Emil S.</given-names></name></name-alternatives><email xlink:type="simple">useinov_em@mail.ru</email><xref ref-type="aff" rid="aff-2"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Казахстанский многопрофильный институт реконструкции и развития</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Kazakh Multidisciplinary Reconstruction and Development Institute</institution><country>Russian Federation</country></aff></aff-alternatives><aff-alternatives id="aff-2"><aff xml:lang="ru"><institution>Томский государственный архитектурно-строительный университет</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Tomsk State University of Architecture and Building</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2016</year></pub-date><pub-date pub-type="epub"><day>21</day><month>02</month><year>2018</year></pub-date><volume>0</volume><issue>2</issue><fpage>107</fpage><lpage>116</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Нугужинов Ж.С., Копаница Д.Г., Кошарнова Ю.Е., Устинов А.М., Усеинов Э.С., 2018</copyright-statement><copyright-year>2018</copyright-year><copyright-holder xml:lang="ru">Нугужинов Ж.С., Копаница Д.Г., Кошарнова Ю.Е., Устинов А.М., Усеинов Э.С.</copyright-holder><copyright-holder xml:lang="en">Nuguzhinov Z.S., Kopanitsa D.G., Kosharnova J.E., Ustinov A.M., Useinov E.S.</copyright-holder><license xml:lang="ru" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>Данная работа распространяется под лицензией Creative Commons Attribution 4.0.</license-p></license><license xml:lang="en" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>This work is licensed under a Creative Commons Attribution 4.0 License.</license-p></license></permissions><self-uri xlink:href="https://vestnik.tsuab.ru/jour/article/view/151">https://vestnik.tsuab.ru/jour/article/view/151</self-uri><abstract><p>В статье приведены результаты экспериментального исследования образцов фрагмента стены из каменной кладки колодцевого типа на действие кратковременной статической нагрузки. Цифровой оптической системой измерений VIC3D, основанной на методе корреляции цифровых изображений, определены картины деформирования боковой поверхности образцов в процессе нагружения. Для испытанных образцов выделены основные стадии деформированного состояния. Установлены значения модуля упругости и напряжений на всех стадиях работы образцов при центральном и внецентренном сжатии.</p></abstract><trans-abstract xml:lang="en"><p>The paper presents experimental research of hollow masonry fragment under static load. VIC-3D digital optical system is used to detect lateral surface deformations using the correlation technique of digital images. The main stages are detected for the masonry fragments. The values of the elasticity modulus and stresses are obtained for all stages of masonry behavior under centris and eccenrtic loads.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>кирпичная кладка</kwd><kwd>сжатие</kwd><kwd>экспериментальный образец</kwd><kwd>стадия работы</kwd><kwd>деформированная поверхность</kwd><kwd>нагрузка</kwd><kwd>brickwork</kwd><kwd>compression</kwd><kwd>masonry</kwd><kwd>work stage</kwd><kwd>deformed surface</kwd><kwd>load</kwd></kwd-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">Ищук, М.К. Отечественный опыт возведения зданий с наружными стенами из облегченной кладки / М.К. Ищук. - М. : РИФ «СТРОЙМАТЕРИАЛЫ», 2009. - 365 с.</mixed-citation><mixed-citation xml:lang="en">Ishchuk M.K. Otechestvennyi opyt vozvedeniya zdanii s naruzhnymi stenami iz oblegchennoi kladki [Russian experience in building construction with lightweight brickwork exterior walls]. 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