Research Article
Numerical Evaluation of the Behavior of Steel Frames with Gypsum Board Infill Walls
Table 4
Characteristics of the models with reinforced gypsum for determination of the equivalent strut width.
| Model name | Length (cm) | Frame profile | Equivalent strut width (cm) based on ASCE 41 [27] | Proposed equivalent strut width (cm) |
| M-1.8m-IPE140 | 1.8 | IPE140 | 36 | 12 | M-2.9m-IPE140 | 2.9 | IPE140 | 48 | 16 | M-4.0m-IPE140 | 4.0 | IPE140 | 62 | 21 | M-1.8m-IPE180 | 1.8 | IPE180 | 40 | 13 | M-2.9m-IPE180 | 2.9 | IPE180 | 52 | 17 | M-4.0m-IPE180 | 4.0 | IPE180 | 68 | 23 | M-1.8m-IPE220 | 1.8 | IPE220 | 43 | 14 | M-2.9m-IPE220 | 2.9 | IPE220 | 56 | 19 | M-4.0m-IPE220 | 4.0 | IPE220 | 73 | 25 |
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