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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">mirtr</journal-id><journal-title-group><journal-title xml:lang="ru">Мир транспорта</journal-title><trans-title-group xml:lang="en"><trans-title>World of Transport and Transportation</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">1992-3252</issn><publisher><publisher-name>Russian University of Transport (RUT)</publisher-name></publisher></journal-meta><article-meta><article-id custom-type="elpub" pub-id-type="custom">mirtr-218</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>НАУКА И ТЕХНИКА</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>SCIENCE AND ENGINEERING</subject></subj-group></article-categories><title-group><article-title>Влияние типа скреплений на динамическую работу пути</article-title><trans-title-group xml:lang="en"><trans-title>INFLUENCE OF FASTENING’S TYPE ON TRACK’S DYNAMIC WORK</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>Квашнин</surname><given-names>М. Я.</given-names></name><name name-style="western" xml:lang="en"><surname>Kvashnin</surname><given-names>M. Ya.</given-names></name></name-alternatives><bio xml:lang="ru"><p>кандидат технических наук, доцент</p></bio><bio xml:lang="en"><p>Ph.D. (Eng.), associate professor</p></bio><email xlink:type="simple">kvashnin_mj55@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>Жангaбылова</surname><given-names>А. М.</given-names></name><name name-style="western" xml:lang="en"><surname>Zhangabylova</surname><given-names>A. M.</given-names></name></name-alternatives><bio xml:lang="ru"><p>аспирант</p></bio><bio xml:lang="en"><p>Ph.D. student</p></bio><email xlink:type="simple">zhangabylova82@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>Замуховский</surname><given-names>А. В.</given-names></name><name name-style="western" xml:lang="en"><surname>Zamukhovsky</surname><given-names>A. V.</given-names></name></name-alternatives><bio xml:lang="ru"><p>кандидат технических наук, доцент</p></bio><bio xml:lang="en"><p>Ph.D. (Eng.), associate professor</p></bio><email xlink:type="simple">miit.ppx@gmail.com</email><xref ref-type="aff" rid="aff-2"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Казахская академия транспорта и коммуникаций им. М. Тынышпаева, Алматы, Казахстан</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Kazakh Academy of Transport and Communications n. a. M. Tynyshpayev, Almaty, Kazakhstan</institution><country>Russian Federation</country></aff></aff-alternatives><aff-alternatives id="aff-2"><aff xml:lang="ru"><institution>МИИТ, Москва, Россия</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Moscow State University of Railway Engineering (MIIT), Moscow, Russia</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2015</year></pub-date><pub-date pub-type="epub"><day>28</day><month>06</month><year>2015</year></pub-date><volume>13</volume><issue>3 (58)</issue><fpage>72</fpage><lpage>81</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Квашнин М.Я., Жангaбылова А.М., Замуховский А.В., 2015</copyright-statement><copyright-year>2015</copyright-year><copyright-holder xml:lang="ru">Квашнин М.Я., Жангaбылова А.М., Замуховский А.В.</copyright-holder><copyright-holder xml:lang="en">Kvashnin M.Y., Zhangabylova A.M., Zamukhovsky A.V.</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://mirtr.elpub.ru/jour/article/view/218">https://mirtr.elpub.ru/jour/article/view/218</self-uri><abstract><p>Авторы знакомят с результатами измерений и анализа механических колебаний верхнего строения железнодорожного пути с промежуточными рельсовыми скреплениями типа Pendrol и ЖБР65-Ш при вибродинамическом воздействии подвижного состава. Натурные экспериментальные исследования прошли на магистральном участке укрупненной Экибастузской дистанции пути в Казахстане. Полученные данные могут быть использованы в качестве одного из критериев обоснования выбора наиболее оптимального типа рельсовых скреплений.</p></abstract><trans-abstract xml:lang="en"><p>The authors introduce the results of measurements and analysis of mechanical vibrations of track superstructure with intermediate rail fastening types Pendrol and ZHBR65-SH regarding vibrodynamic impact of rolling stock. Full-scale experimental studies have been performed on the main section of the enlarged Ekibastuz rail track section. The data obtained can be used as a criterion for justifying selection of the most optimal type of rail fastening.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>железнодорожный путь</kwd><kwd>промежуточные рельсовые скрепления</kwd><kwd>подвижной состав</kwd><kwd>вибродинамическое воздействие</kwd><kwd>виброперемещение</kwd><kwd>осциллограмма</kwd><kwd>среднеквадратическое значение виброперемещений</kwd></kwd-group><kwd-group xml:lang="en"><kwd>railway track</kwd><kwd>intermediate rail fastenings</kwd><kwd>rolling stock</kwd><kwd>vibrodynamic effects</kwd><kwd>vibration displacement</kwd><kwd>oscillogram</kwd><kwd>rms value of vibration displacement</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">EN13481-6:2002 Railway applications – Track – Performance requirements for fastening systems – Part 6: Special fastening systems for attenuation of vibration.</mixed-citation><mixed-citation xml:lang="en">EN13481-6:2002 Railway applications – Track – Performance requirements for fastening systems – Part 6: Special fastening systems for attenuation of vibration.</mixed-citation></citation-alternatives></ref><ref id="cit2"><label>2</label><citation-alternatives><mixed-citation xml:lang="ru">VDI 3837:2006 Ground-borne vibration in the vicinity of local public transport railways. http://www.c omp l e x d o c .r u / t e x t /%D0%9 3%D0%9E%D 0 % A 1 % D 0 % A 2 % 2 0 % D 0 % A 0 % 2 0%D0%98%D0%A1%D0%9E%2014837-1-2007/88. 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