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Experimental Study on the Shear Behavior of Precast Wall Concrete Joints with/without Dowel Reinforcement

The precast shear wall behavior in the serviceability and ultimate limit states depends on the shear and shear-flexural behavior of the joints between the precast components or between the precast component and footing. This study presents a series of tests on the shear strength of joints, which wer...

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Detalles Bibliográficos
Autores principales: Zhi, Qing, Xiong, Xinfu, Yang, Wenjie, Liu, Sha, Xiong, Jingang
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7178702/
https://www.ncbi.nlm.nih.gov/pubmed/32272664
http://dx.doi.org/10.3390/ma13071726