Please use this identifier to cite or link to this item: https://elib.psu.by/handle/123456789/36963
Full metadata record
DC FieldValueLanguage
dc.contributor.authorLazouski, A.ru_RU
dc.contributor.authorTur, V.ru_RU
dc.date.accessioned2023-01-09T08:35:27Z-
dc.date.available2023-01-09T08:35:27Z-
dc.date.issued2017
dc.identifier.citationLazouski, A. Resistance of the precast prestressed hollow-core slabs with additional reinforcement over support in platform joint / A. Lazouski, V. Tur // European and National Dimension in Research = Европейский и национальный контексты в научных исследованиях : electronic collected materials of IX Junior Researchers' Conference, Novopolotsk, April 26-27, 2017 : in 3 parts / Ministry of Education of Belarus, Polotsk State University ; ed. Dr. Dzmitry Lazouski [et al.]. - Novopolotsk : PSU, 2017. - Part 3 : Technology. - P. 82-86.ru_RU
dc.identifier.urihttps://elib.psu.by/handle/123456789/36963-
dc.description.abstractAnalytical model allowing calculation of relation "bending moment - rotation angle" based on general deformation model and block model of reinforced concrete resistance and describing stress-strain state of the precast prestressed hollow-core slabs in platform joint zone is considered. The model considers transversal pressure, ratio of reinforcement installed in concrete of hollow void filling to concrete, achievement of yield strength of reinforcement.ru_RU
dc.language.isoenru_RU
dc.publisherПолоцкий государственный университетru_RU
dc.titleResistance of the precast prestressed hollow-core slabs with additional reinforcement over support in platform jointru_RU
dc.typeArticleru_RU
dc.citation.spage82ru_RU
dc.citation.epage86ru_RU
Appears in Collections:European and National Dimension in Research. Technology. 2017

Files in This Item:
File SizeFormat 
82-86.pdf190.17 kBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.