On the determination the effective length of columns in steel multi-storey frames whereas the pliability of semi-rigid beam-to-column connections
Электронный научный архив УРФУ
Информация об архиве | Просмотр оригинала| Поле | Значение | |
| Заглавие |
On the determination the effective length of columns in steel multi-storey frames whereas the pliability of semi-rigid beam-to-column connections
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| Автор |
Burukhina, O. S.
Ananin, M. Yu. |
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| Описание |
The main condition for the structures reliability of buildings and constructions is the meeting the requirements for strength, rigidity and stability of both separate structures and their parts, and the system as a whole. The analysis of stability is of great important for compressed and compressed-bended columns. When analyzing the stability of a separate section of a compressed column located between the beam connections, the correct determination of its effective length is essential. This article is devoted to the issue of determining the effective length in unconventional cases not specified by modern standards. This article is devoted to the issue of determining the effective length in unconventional cases not specified by modern standards. The article describes a general method for determining the effective length of a compressed column of a frame using the instance of an exterior column of the transverse frame of a building. In addition, the influence of the pliability of the beam-to-column connection adjacent to this column on its effective length is considered in the paper. © 2023 Author(s).
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| Дата |
2024-04-05T16:18:48Z
2024-04-05T16:18:48Z 2023 |
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| Тип |
Conference Paper
Conference object (info:eu-repo/semantics/conferenceObject) Published version (info:eu-repo/semantics/publishedVersion) |
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| Идентификатор |
Burukhina, OS & Ananin, MY 2023, On the determination the effective length of columns in steel multi-storey frames whereas the pliability of semi-rigid beam-to-column connections. в L Boswell, V Alekhin & A Nazarov (ред.), VII International Conference “Safety Problems of Civil Engineering Critical Infrastructures” (SPCECI2021): Conference Proceeding. Том. 2701, 020019, AIP Conference Proceedings, № 1, Том. 2701, American Institute of Physics Inc. https://doi.org/10.1063/5.0122259
Burukhina, O. S., & Ananin, M. Y. (2023). On the determination the effective length of columns in steel multi-storey frames whereas the pliability of semi-rigid beam-to-column connections. в L. Boswell, V. Alekhin, & A. Nazarov (Ред.), VII International Conference “Safety Problems of Civil Engineering Critical Infrastructures” (SPCECI2021): Conference Proceeding (Том 2701). [020019] (AIP Conference Proceedings; Том 2701, № 1). American Institute of Physics Inc.. https://doi.org/10.1063/5.0122259 9780735444157 0094-243X Final All Open Access, Bronze https://www.scopus.com/inward/record.uri?eid=2-s2.0-85151387892&doi=10.1063%2f5.0122259&partnerID=40&md5=639bd2db760a9761483fe3395acf36c6 https://aip.scitation.org/doi/pdf/10.1063/5.0122259 http://elar.urfu.ru/handle/10995/130353 10.1063/5.0122259 85151387892 |
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| Язык |
en
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| Права |
Open access (info:eu-repo/semantics/openAccess)
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| Формат |
application/pdf
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| Издатель |
American Institute of Physics Inc.
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| Источник |
AIP Conference Proceedings
AIP Conference Proceedings |
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