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<article 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" xmlns:ali="http://www.niso.org/schemas/ali/1.0/" article-type="research-article" dtd-version="1.2" xml:lang="en"><front><journal-meta><journal-id journal-id-type="publisher-id">Structural Mechanics of Engineering Constructions and Buildings</journal-id><journal-title-group><journal-title xml:lang="en">Structural Mechanics of Engineering Constructions and Buildings</journal-title><trans-title-group xml:lang="ru"><trans-title>Строительная механика инженерных конструкций и сооружений</trans-title></trans-title-group></journal-title-group><issn publication-format="print">1815-5235</issn><issn publication-format="electronic">2587-8700</issn><publisher><publisher-name xml:lang="en">Peoples’ Friendship University of Russia named after Patrice Lumumba (RUDN University)</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="publisher-id">22357</article-id><article-id pub-id-type="doi">10.22363/1815-5235-2019-15-5-345-352</article-id><article-categories><subj-group subj-group-type="toc-heading" xml:lang="en"><subject>Analysis and design of building structures</subject></subj-group><subj-group subj-group-type="toc-heading" xml:lang="ru"><subject>Расчет и проектирование строительных конструкций</subject></subj-group><subj-group subj-group-type="article-type"><subject>Research Article</subject></subj-group></article-categories><title-group><article-title xml:lang="en">The concept of development of computer aided design programs for bridges or other engineering structures according to the specified criterion of optimality</article-title><trans-title-group xml:lang="ru"><trans-title>Концепция разработки программ автоматизированного проектирования мостовых или иных инженерных сооружений по задаваемому критерию оптимальности</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><contrib-id contrib-id-type="spin">2596-3649</contrib-id><name-alternatives><name xml:lang="en"><surname>Salamakhin</surname><given-names>Pavel M.</given-names></name><name xml:lang="ru"><surname>Саламахин</surname><given-names>Павел Михайлович</given-names></name></name-alternatives><bio xml:lang="en"><p>leading researcher, Doctor of Technical Sciences, Professor, member of the Russian Academy of Transport</p></bio><bio xml:lang="ru"><p>ведущий научный сотрудник, доктор технических наук, профессор, академик РАТ</p></bio><email>pavel-salamahin@mail.ru</email><xref ref-type="aff" rid="aff1"/></contrib><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Chasovnikov</surname><given-names>Anton D.</given-names></name><name xml:lang="ru"><surname>Часовников</surname><given-names>Антон Дмитриевич</given-names></name></name-alternatives><bio xml:lang="en"><p>lead engineer of Bridge Inspection and Testing Department</p></bio><bio xml:lang="ru"><p>ведущий инженер отдела обследования и испытаний мостов</p></bio><email>pavel-salamahin@mail.ru</email><xref ref-type="aff" rid="aff2"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en">Moscow Automobile and Road Construction State Technical University (MADI)</institution></aff><aff><institution xml:lang="ru">Московский автомобильно-дорожный государственный технический университет</institution></aff></aff-alternatives><aff-alternatives id="aff2"><aff><institution xml:lang="en">Research Institute of Bridges and Hydraulic Engineering Structures</institution></aff><aff><institution xml:lang="ru">Научно-исследовательский институт мостов и гидротехнических сооружений</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2019-12-15" publication-format="electronic"><day>15</day><month>12</month><year>2019</year></pub-date><volume>15</volume><issue>5</issue><issue-title xml:lang="en">VOL 15, NO5 (2019)</issue-title><issue-title xml:lang="ru">ТОМ 15, №5 (2019)</issue-title><fpage>345</fpage><lpage>352</lpage><history><date date-type="received" iso-8601-date="2019-12-04"><day>04</day><month>12</month><year>2019</year></date></history><permissions><copyright-statement xml:lang="en">Copyright ©; 2019, Salamakhin P.M., Chasovnikov A.D.</copyright-statement><copyright-statement xml:lang="ru">Copyright ©; 2019, Саламахин П.М., Часовников А.Д.</copyright-statement><copyright-year>2019</copyright-year><copyright-holder xml:lang="en">Salamakhin P.M., Chasovnikov A.D.</copyright-holder><copyright-holder xml:lang="ru">Саламахин П.М., Часовников А.Д.</copyright-holder><ali:free_to_read xmlns:ali="http://www.niso.org/schemas/ali/1.0/"/><license><ali:license_ref xmlns:ali="http://www.niso.org/schemas/ali/1.0/">http://creativecommons.org/licenses/by/4.0</ali:license_ref></license></permissions><self-uri xlink:href="https://journals.rudn.ru/structural-mechanics/article/view/22357">https://journals.rudn.ru/structural-mechanics/article/view/22357</self-uri><abstract xml:lang="en"><p>In article on the basis of generalization of experience of creating in the period from 1997 to 2015 computer-aided design of various bridge structures by fifteen graduate students of the Department of Bridges and Transport Tunnels MADI (GTU) under the leadership of Doctor of Technical Sciences, Professor P.M. Salamakhin the authors proposed the concept of the development of the structure of standard programs of computer-aided design of bridge or other engineering structures according to the given optimality criterion. Given in the most general form of the complete block diagram of such programs with the detailed disclosure of the indicator of simultaneous execution of a set of requirements in all elements of the structure dependent scale in the sequential approach the minimum possible values, and also demonstrates how to determine the combination of values of all independent parameters of structures that provide the design of facilities according to the given optimality criterion. When working on the article, some provisions of earlier studies and the state of development of automation of design of bridge structures abroad are taken into account. The authors proceed from the fact that the proposed concept of development of computer-aided design of bridge and other engineering structures according to the specified criterion of optimality can and should be used as a model in the development of computer-aided design of structures with various generalized design schemes.</p></abstract><trans-abstract xml:lang="ru"><p>В статье на основе обобщения опыта создания в период с 1997 по 2015 год программ автоматизированного проектирования разнообразных мостовых сооружений пятнадцатью аспирантами кафедры мостов и транспортных тоннелей МАДИ (ГТУ) под руководством д.т.н., профессора П.М. Саламахина предлагается концепция разработки структуры типовых программ автоматизированного проектирования мостовых или иных инженерных сооружений по задаваемому критерию оптимальности. Приводится в самом общем виде полная блок-схема таких программ с детальным раскрытием в ней работы индикатора одновременного выполнения комплекса требований во всех элементах сооружения с зависимыми размерами в ходе последовательного их приближения к минимально возможным значениям, а также демонстрируется способ определения комбинации значений всех независимых параметров сооружения, обеспечивающей проектирование сооружения по задаваемому критерию оптимальности. При работе над статьей учтены некоторые положения ранее проведенных исследований и состояние разработки автоматизации проектирования мостовых сооружений за рубежом. Авторы исходят из того, что предлагаемая концепция разработки программ автоматизированного проектирования мостовых и иных инженерных сооружений по задаваемому критерию оптимальности может и должна быть использована в качестве образца при разработке программ автоматизированного проектирования сооружений с различными обобщенными конструктивными схемами.</p></trans-abstract><kwd-group xml:lang="en"><kwd>bridge and other engineering structures</kwd><kwd>generalized design schemes</kwd><kwd>dependent dimensions and their independent parameters</kwd><kwd>specified criteria of optimality of the structure</kwd><kwd>automated design</kwd><kwd>typical block diagram of design programs</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>мостовые и инженерные сооружения</kwd><kwd>обобщенные конструктивные схемы</kwd><kwd>зависимые размеры и независимые их параметры</kwd><kwd>критерии оптимальности сооружения</kwd><kwd>автоматизированное проектирование</kwd><kwd>типовая блок-схема программ проектирования</kwd></kwd-group><funding-group/></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><citation-alternatives><mixed-citation xml:lang="en">Liyanagama. 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