Seismic Performance of Modular Structures with Novel Steel Frame: Light Gauge Slotted Steel Stud Walls

Figure 4

Comparison of the experimental [33, 34] and the simulated (using the bar-spring model) skeleton curves of the LGSS walls. (a) WA1. (b) WA2. (c) WA3. (d) WB1. (e) WB2. (f) WB3. (g) WC1. (h) WC2. (i) WC3. (j) KJ-1. (k) KJ-2.

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