Experimental Study of the Operation of the Bolt Joint of a Bearer With a Column in Precast-Monolithic Ceiling

Koyankin, A. A.; Mitasov, Valeriy

doi:10.22227/1997-0935.2015.5.27-34

Cited by 1 publication

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“…Researchers of Institute of Engineering and Construction, Siberian Federal University (Krasnoyarsk, Russia) together with the research group of Novosibirsk State University of Architecture and Civil Engineering (Novosibirsk, Russia) conducted a series of experimental and numerical studies aimed at defining the stress-strain state of the frame mentioned above [16,17]. Part of the flooring mesh on the first floor of a building under construction No.…”

Section: Methodsmentioning

confidence: 99%

Assessment of structural reliability of precast concrete buildings

Koyankin

Valeriy

2018

MATEC Web Conf.

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Abstract. 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-inplace cross-beams. Conducted research enabled to perform an objective assessment of structural reliability of precast buildings.

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Section: Methodsmentioning

confidence: 99%