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Knauf Seismic Design

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The main advantages of <strong>Knauf</strong> nonload<br />

bearing partitions are the reduction<br />

of construction weight (see table 3, page<br />

7 and table 4) and the ductile behavior of<br />

deformation. The dead load decrease of<br />

non-load bearing construction components<br />

leads to a massive reduction of loads in the<br />

event of an earthquake.<br />

The most ideal application of <strong>Knauf</strong><br />

partitions in connection with earthquake<br />

safety is their use as infi ll walls for skeleton<br />

constructions.<br />

The brittle and comparatively rigid<br />

deformation behavioral patterns of the<br />

infi ll masonry used generally causes load<br />

transfer with dangerous, explosion-like and<br />

<strong>Knauf</strong> <strong>Seismic</strong> <strong>Design</strong><br />

Non-load bearing<br />

Partitions<br />

Table 4: Weight comparison of infill masonry and <strong>Knauf</strong> Drywall Systems W111/ W112<br />

Weight Reduction<br />

1 m² masonry d = 11.5 cm;<br />

Weight per unit area: approx. 145 kg/m²<br />

1 m² metal stud partition, single layer;<br />

Weight per unit area: approx. 25 kg/m²<br />

1 m² metal stud partition, double layer;<br />

Weight per unit area: approx. 50 kg/m²<br />

→ Weight reduction by 65 % to 83 %<br />

unannounced collapse that can even lead<br />

Table 5: Stress resultants from lateral horizontal loads<br />

System<br />

W111<br />

d = 100 mm<br />

W112<br />

d = 125 mm<br />

Horizontal<br />

acceleration<br />

0.5 g<br />

(4.9 m/s²)<br />

Max.<br />

shift<br />

[mm]<br />

Maximum<br />

bending<br />

moment<br />

[kNm]<br />

2.5 - 14 0.1 - 0.3 2.0<br />

11.6 - 25 0.3 - 0.6 2.6<br />

Bending<br />

moment<br />

capacity<br />

[kNm]<br />

to the total collapse of the whole building.<br />

Even when highly deformed, drywall<br />

partitions maintain their enclosing function<br />

and do not collapse completely. [7]<br />

According to the “Report of Earthquake<br />

Proof Execution of Partitions and Suspended<br />

Ceilings” by Dr. Rainer Flesch of the<br />

“Bundesforschungs- und Prüfzentrum Arsenal”<br />

(Federal Research and Test Centre<br />

Arsenal) [6], <strong>Knauf</strong> metal stud partitions<br />

can effectively resist and absorb lateral<br />

loads caused by earthquake acceleration<br />

and their own weight.<br />

Table 5 shows calculated stress resultants<br />

for a lateral horizontal acceleration of<br />

2.5 m h 3.5 m<br />

U ; V´<br />

0.5 g on <strong>Knauf</strong> partitions W111 and W112.<br />

2.5 m l 15.0 m<br />

Figure 13: Lateral horizontal loading<br />

10

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