Seismic Performance of Enclosure Wall in Postearthquake Temporary Prefabricated Light-Weight Steel Structure

Figure 25

Collaborative performance of the steel frame and enclosure wall. Perpendicular to the direction of vibration under the (a) Kobe wave and (c) El-Centro wave. (b) Parallel to the direction of vibration under the Kobe wave and (d) El-Centro wave.

(a)

(b)

(c)

(d)