Advances in Civil Engineering / 2019 / Article / Fig 23

Research Article

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)

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