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

Figure 23

Maximum acceleration under the El-Centro wave for the acceleration transducers noted (a) 2, 3, and 4; (b) 5, 6 and 7; (c) 8, 9, and 10; and (d) 11, 12, and 13.

(a)

(b)

(c)

(d)