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International Journal of Concrete Structures and Materials

Table 2 Variables of specimens.

From: Experimental Study on Seismic Capacity of Reinforced Concrete Composite Columns Based on a High-ductile Fiber Cementitious Composite

Specimens

PVA volume (Vf)

Height of HDFC box

Average compressive strength of concrete (test result of cylindrical specimens, MPa)

Reinforcement (Main/Hoop)

RC-C1

–

–

27.6

8-D13/D10@100

RC-C2

–

–

27.6

8-D13/D10@200

HDFC-N

1.5%

2.0 d

27.6

8-D13/Not tied

HDFC-S

1.5%

2.0 d

27.6

8-D13/D10@200

  1. d, the depth of cross section of column.
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