Advances in Civil Engineering / 2019 / Article / Fig 25

Research Article

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)

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