Experimental Investigation on Short Concrete Columns Reinforced by Bamboo Scrimber under Axial Compression Loads

Table 1

Properties of specimens.

Specimen group	Longitudinal reinforcement				Stirrup
	Type	Size (mm)	Number	Reinforcement ratio (%)
GJ	Steel	C12	4	0.72	A6@100
ZJA	Bamboo	10 × 10	4	0.64	A6@100
ZJB	Bamboo	15 × 15	4	1.44	A6@100
ZJC	Bamboo	20 × 20	4	2.56	A6@100