Experimental Study on Axial Compression Behavior of Masonry Columns’ Strengthening with Bamboo Scrimber Bar Mesh Mortar Layer

Table 1

Parameters of specimens.

Specimen group	Vertical bamboo bar	Horizontal bamboo bar	Strengthening method
ZA	—	—	—
ZB	10 × 10@240	10 × 10@220	Double sides
ZC	10 × 10@120	10 × 10@220	Double sides
ZD	10 × 10@120	10 × 10@220	Four sides