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Official Journal of the Japan Wood Research Society

Table 7 Shear wall selection for the 6-storey CLT building (X-direction)

From: Performance evaluation of multi-storey cross-laminated timber structures under different earthquake hazard levels

Length

1475 mm

2950 mm

5900 mm

Storey

Number of walls

Configuration

Capacity

Number of walls

Configuration

Capacity

Number of walls

Configuration

Capacity

1

5

Single-panel wall;

2 angle brackets;

2 hold downs;

12.43 kN

7

Single-panel wall;

2 angle brackets;

2 hold downs;

29.99 kN

1

Double-panel wall with spline joint @ 150 mm;

8 angle brackets;

2 hold downs;

92.12 kN

2

5

Single-panel wall;

2 angle brackets;

2 hold downs;

8.55 kN

7

Single-panel wall;

4 angle brackets;

2 hold downs;

26.28 kN

1

Double-panel wall with spline joint @ 150 mm;

8 angle brackets;

2 hold downs;

54.99 kN

3

5

Single-panel wall;

2 angle brackets;

2 hold downs;

8.55 kN

7

Double-panel wall with spline joint @ 300 mm;

4 angle brackets;

2 hold downs;

25.11 kN

1

Double-panel wall with spline joint @ 150 mm;

8 angle brackets;

2 hold downs;

54.99 kN

4

5

Single-panel wall;

2 angle brackets;

2 hold downs;

8.55 kN

7

Single-panel wall;

2 angle brackets;

2 hold downs;

20.46 kN

1

Double-panel wall with spline joint @ 300 mm;

4 angle brackets;

2 hold downs;

33.04 kN

5

5

Single-panel wall;

2 angle brackets;

2 hold downs;

8.55 kN

7

Single-panel wall;

2 angle brackets;

2 hold downs;

20.46 kN

1

Double-panel wall with spline joint @ 300 mm;

4 angle brackets;

2 hold downs;

33.04 kN

6

4

Single-panel wall;

2 angle brackets;

2 hold downs;

8.55 kN

4

Single-panel wall;

2 angle brackets;

2 hold downs;

20.46 kN

1

Double-panel wall with spline joint@300 mm;

4 angle brackets;

2 hold downs;

33.04 kN

  1. CLT cross-laminated timber