Zobrazeno 1 - 10
of 65
pro vyhledávání: '"прогибы"'
Autor:
S. V. Mikhaylov
Publikováno v:
Вестник Научно-исследовательского института железнодорожного транспорта, Vol 78, Iss 3, Pp 183-187 (2019)
The article presents method for calculating service life of ballastless track structure using the track oscillation model as a structure containing three infinitely long beams, the lower of which lies on the modified Winkler base, and the upper and m
Externí odkaz:
https://doaj.org/article/44b1b6c099e94f7bb7b6ad610d1373b5
Autor:
S. V. Mikhaylov, M. M. Gonik
Publikováno v:
Вестник Научно-исследовательского института железнодорожного транспорта, Vol 77, Iss 2, Pp 98-103 (2018)
The article contains a method for determining the ma-the permanent way as deflections, angles of section rotation, bending trix of mutual spectral densities of vertical dynamic forces acting on a moments, transverse forces, stresses of its three-lay
Externí odkaz:
https://doaj.org/article/5280b8335cd0446f8b0712f6dd695d08
Autor:
Julius K. Sovetov
Publikováno v:
Литосфера, Vol 18, Iss 1, Pp 20-45 (2018)
The study focuses on the sedimentation and stratigraphy of a large Vendian (Ediacaran) sedimentary basin in the southwestern Siberian craton, with implications for the origin of its units and subunits. Sediments are been correlated along the craton e
Externí odkaz:
https://doaj.org/article/e0a768fec2524384b2e46d9d1e479594
Publikováno v:
RUDN Journal of Engineering Research, Vol 18, Iss 1, Pp 58-69 (2017)
In this article, assumptions in Classical Plate Theory (CPT) are explained; followed by concepts involved in Finite Element discretization for elastic Plate bending in CPT. Computer implementation aspects and Numerical Results of CPT elements are als
Externí odkaz:
https://doaj.org/article/a872fa390d1e4d14805913c7351bb421
Publikováno v:
Vestnik of Brest State Technical University; No. 1(130) (2023): Vestnik of Brest State Technical University; 60-63
Вестник Брестского государственного технического университета; № 1(130) (2023): Вестник Брестского государственного технического университета; 60-63
Вестник Брестского государственного технического университета; № 1(130) (2023): Вестник Брестского государственного технического университета; 60-63
The article presents the results of the analysis of the reasons for the formation of cracks in the walls of modern low-rise stone buildings erected using silicate brick masonry. The morphology of cracking in walls and partitions is shown, depending o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn18181112::1daf6417629209cc5efdd0fb97fea7eb
https://journal.bstu.by/index.php/bstu_herald/article/view/881
https://journal.bstu.by/index.php/bstu_herald/article/view/881
Publikováno v:
Известия Томского политехнического университета
Bulletin of the Tomsk Polytechnic University
Bulletin of the Tomsk Polytechnic University
Актуальность исследования заключается в предотвращении всплытия подводных участков морского газопровода и сохранении их в проектном
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aab897140b9c9d89bb9766779c2ebb17
http://earchive.tpu.ru/handle/11683/74828
http://earchive.tpu.ru/handle/11683/74828
Autor:
Светашков, Александр Андреевич
The problem of bending a viscoelastic plate on an elastic base is considered and its solution in displacements and stresses is obtained. Displacements and stresses are calculated using the Volterra method and the method of separation of variables. A
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3626::bc8fb91d9658c57a0227d746721806ea
http://earchive.tpu.ru/handle/11683/72964
http://earchive.tpu.ru/handle/11683/72964
Autor:
A V Starov
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 2, Pp 9-15 (2011)
The problem of a plastic deforming of a circular plate with rigid pinching edge under act of axisymmetric loading in view of greater bending flexures is observed. The model of ideally plastic body, surface of flow for shells with continuous single-la
Externí odkaz:
https://doaj.org/article/230d0ec00fd54434a67d1587e6080499
Autor:
V S Safronov, V V Zazvonov
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 2, Pp 49-55 (2011)
Described are procedures and results of investigating the stress- strained state (SSS) of the filled in with soil bridge construction with a cylindrical arch of a constant thickness made from the monolithic reinforced concrete with the use of flat an
Externí odkaz:
https://doaj.org/article/e6054cf9eecf4c7388661b17679a0c43
Publikováno v:
Технічні науки та технології; № 1(19) (2020): Технічні науки та технології; 296-304
Technical sciences and technology; No. 1(19) (2020): Technical sciences and technologies; 296-304
Технические науки и технологии; № 1(19) (2020): Технічні науки та технології; 296-304
Technical sciences and technology; No. 1(19) (2020): Technical sciences and technologies; 296-304
Технические науки и технологии; № 1(19) (2020): Технічні науки та технології; 296-304
Urgency of the research. Most reinforced concrete structures have repeated loads of varying magnitude and sign, that is, a complex stress-strain state. At the same time, the calculation of the strength and deformability of the fracture resistance of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=scientific_p::04d50a8e1a926314bce674efb5d3ad8a
http://tst.stu.cn.ua/article/view/204178
http://tst.stu.cn.ua/article/view/204178