Part I: failure criteria of the steel-concrete columns (SRC columns) confined by cross-shaped flange sections

The aim of this paper was to present the fracture criteria of the SRC columns based on the nonlinear analytical model. This study explored the flexural behavior of the SRC columns confined by the cross-shaped flange sections encased in the structural concrete which are subjected to the flexural load...

ver descrição completa

Detalhes bibliográficos

Principais autores:	Dinh Han Nguyen, Won-Kee Hong
Formato:	Artigo
Idioma:	Inglês
Publicado em:	Taylor & Francis Group 2021-03-01
coleção:	Journal of Asian Architecture and Building Engineering
Assuntos:	steel columns encased in structural concrete confinement by steel sections equivalent confinement factors cross-shaped steel section three-dimensional p-m diagram
Acesso em linha:	http://dx.doi.org/10.1080/13467581.2020.1782211
Tags:	Adicionar Tag Sem tags, seja o primeiro a adicionar uma tag!