Evaluation Method for Ultimate Flexural State of Prestressed Precast Reinforced Concrete Beam–Column Connection with Debonded Partial Tendon

In this paper, a prestressed precast reinforced concrete (PC) beam–column connection incorporating posttensioned debonded partial tendons is introduced for PC frame structure. Compared with the conventional cast-in-place frames and many previously proposed connections for PC frames, this connection...

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Principais autores:	Kiwoong Jin, Riku Ota, Linfei Hao, Kazuhiro Kitayama
Formato:	Artigo
Idioma:	Inglês
Publicado em:	MDPI AG 2023-02-01
coleção:	Applied Sciences
Assuntos:	prestressed reinforced concrete precast concrete beam–column connection debonded partial tendon analytical model flexural ultimate limit state performance evaluation method
Acesso em linha:	https://www.mdpi.com/2076-3417/13/5/2843
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