Study on Punching Shear Performance of Concrete-Filled Steel Tubular Column-Slab Column Joints in Metro Stations

To investigate the strain patterns and shear failure mechanisms of concrete-filled steel tube (CFT) column-end-plate joints during construction, this study designed and fabricated a scaled model of a standard subway station section based on similarity theory. Model tests were conducted under static...

Täydet tiedot

Bibliografiset tiedot

Päätekijät:	Wufeng Mao, Yanmei Ruan, Yuhui Li, Rui Liang, Chenyang Xiao, Yuan Mei, Hongping Lu
Aineistotyyppi:	Artigo
Kieli:	Inglês
Julkaistu:	MDPI AG 2025-09-01
Sarja:	Buildings
Aiheet:	steel-tube concrete columns slab-column nodes punch-cut damage stress-strain
Linkit:	https://www.mdpi.com/2075-5309/15/17/3219
Tagit:	Lisää tagi Ei tageja, Lisää ensimmäinen tagi!