Research Article
Seismic Performance of Modular Structures with Novel Steel Frame: Light Gauge Slotted Steel Stud Walls
Table 1
Details of the experimental studies conducted on the lateral resistance of LGSS walls.
| | Specimen | Dimensions (mm) | Origin | | Overall (length × height) | Hole on the wall (length × height) | C studs | Corner studs | Tracks |
| | WA1 | 3600 × 3000 | — | C89 × 50 × 13 | □89 × 100 × 0.9 | U91 × 50 | Ye et al. [33] | | WA2 | C89 × 50 × 13 | □89 × 100 × 0.9 | U91 × 50 | | WA3 | Double C89 × 50 × 13 | □89 × 100 × 0.9 | U91 × 50 | | WB1 | 2100 × 3000 | — | Double C140 × 50 × 13 | □140 × 140 × 1.5 | U142 × 50 | | WB2 | C140 × 50 × 13 | □140 × 140 × 1.5 | U142 × 50 | | WB3 | C140 × 50 × 13 | □140 × 140 × 1.5 | U142 × 50 | | WC1 | 3600 × 3000 | 1500 × 1500 | C140 × 50 × 13 | □140 × 140 × 1.5 | U142 × 50 | | WC2 | 1500 × 2400 | C140 × 50 × 13 | □140 × 140 × 1.5 | U142 × 50 | | WC3 | C140 × 50 × 13 | □140 × 140 × 1.5 | U142 × 50 | | KJ-1 | 3000 × 3000 | — | C150 × 40 × 15 | HW250 × 250 × 9×14 | HW250 × 175 × 7×11 | Geng et al. [34] | | KJ-2 | 1500 × 1800 | C150 × 40 × 15 | HW250 × 250 × 9×14 | HW250 × 175 × 7×11 |
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