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Journal of Wood Science

Official Journal of the Japan Wood Research Society

Table 1 Specimens for Ply-lam shear wall test

From: Lateral resistance of mass timber shear wall connected by withdrawal-type connectors

No.

Specimen ID

Number of Ply-lam panels

Number of connectors

Vertical load (kN)

Wall

Floor

Wall to Wall

Wall to floor

1200 mm × 2700 mm

600 mm × 2700 mm

300 mm × 1600 mm

1

Sa _F2b _0kNc

1

 

1

0

2

0

2

S_F2_24kN

1

 

1

0

2

24

3

S_F2_120kN

1

 

1

0

2

120

4

S_F4_24kN

1

 

1

0

4

24

5

W2_F2_24kN

 

2

1

2

2

24

6

W2_F4_24kN

 

2

1

2

4

24

7

W4_F4_24kN

 

2

1

4

4

24

  1. aWall configurations: S = single wall, W2 = two-wall panels connected by 2 connectors, W4 = two-wall panels connected by 4 connectors
  2. bThe number of wall-to-floor connectors: F2 = two connectors, F4 = four connectors
  3. cApplied vertical load on top of shear wall specimens
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