Assessment of structural reliability of precast concrete buildings

Precast housing construction is currently being under rapid development, however, reliability of building structures made from precast reinforced concrete cannot be assessed rationally due to insufficient research data on that subject. In this regard, experimental and numerical studies were conducte...

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Main Authors: Koyankin Alexandr, Mitasov Valeriy
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201714301001
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author Koyankin Alexandr
Mitasov Valeriy
author_facet Koyankin Alexandr
Mitasov Valeriy
author_sort Koyankin Alexandr
collection DOAJ
description Precast housing construction is currently being under rapid development, however, reliability of building structures made from precast reinforced concrete cannot be assessed rationally due to insufficient research data on that subject. In this regard, experimental and numerical studies were conducted to assess structural reliability of precast buildings as described in the given paper. Experimental studies of full-scale and model samples were conducted; numerical studies were held based on finite element models using “Lira” software. The objects under study included fragment of flooring of a building under construction, full-size fragment of flooring, full-scale models of precast cross-beams-to-columns joints and joints between hollow-core floor slabs and precast and cast-in-place cross-beams. Conducted research enabled to perform an objective assessment of structural reliability of precast buildings.
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spelling doaj.art-09d76b85f7da43568a55b97e4927a2ee2022-12-21T22:11:52ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011430100110.1051/matecconf/201714301001matecconf_yssip2017_01001Assessment of structural reliability of precast concrete buildingsKoyankin AlexandrMitasov ValeriyPrecast housing construction is currently being under rapid development, however, reliability of building structures made from precast reinforced concrete cannot be assessed rationally due to insufficient research data on that subject. In this regard, experimental and numerical studies were conducted to assess structural reliability of precast buildings as described in the given paper. Experimental studies of full-scale and model samples were conducted; numerical studies were held based on finite element models using “Lira” software. The objects under study included fragment of flooring of a building under construction, full-size fragment of flooring, full-scale models of precast cross-beams-to-columns joints and joints between hollow-core floor slabs and precast and cast-in-place cross-beams. Conducted research enabled to perform an objective assessment of structural reliability of precast buildings.https://doi.org/10.1051/matecconf/201714301001
spellingShingle Koyankin Alexandr
Mitasov Valeriy
Assessment of structural reliability of precast concrete buildings
MATEC Web of Conferences
title Assessment of structural reliability of precast concrete buildings
title_full Assessment of structural reliability of precast concrete buildings
title_fullStr Assessment of structural reliability of precast concrete buildings
title_full_unstemmed Assessment of structural reliability of precast concrete buildings
title_short Assessment of structural reliability of precast concrete buildings
title_sort assessment of structural reliability of precast concrete buildings
url https://doi.org/10.1051/matecconf/201714301001
work_keys_str_mv AT koyankinalexandr assessmentofstructuralreliabilityofprecastconcretebuildings
AT mitasovvaleriy assessmentofstructuralreliabilityofprecastconcretebuildings