Research Article
Numerical Investigation of Timber Log-Haus Walls with Steel Dovetail Reinforcements under In-Plane Seismic Loads
Table 1
Selected configurations for the FE parametric study.
| | Model # | Compressive load (kN/m) | Steel dovetail | Hardwood |
| | W01 | 10 | No | No | | W02 | Yes | Yes (D50) |
| | W01-B | 5 | No | No | | W02-B | Yes | Yes (D50) |
| | W01-C | 15 | No | No | | W02-C | Yes | Yes (D50) |
| | W02-D | 10 | Yes | Yes (C24) | | W02-E | No | Yes (D50) |
|
|
