Table 1 The reinforcing bars set in the specimens.

From: Finite element analysis of a constructional column on the out-of-plane performance of the damaged steel frame-infilled wall

No.

Infilled wall

Constructional column

Tie bar

Longitudinal reinforcement

Stirrup

Type

Diameter/mm

Type

Diameter/mm

Type

Diameter/mm

FW1

Full wall

–

HPB300

8

–

–

–

–

FW2

Full wall

Cast-in-situ

HPB300

8

HRB335

12

HPB300

8

FW3

Full wall

Fabricated

HPB300

8

HRB335

12

HPB300

8