Numerical Investigation of Timber Log-Haus Walls with Steel Dovetail Reinforcements under In-Plane Seismic Loads
Figure 6
FE numerical response of (a) M01 and (b) M02 specimens, at an imposed lateral displacement of 40 mm (ABAQUS). Overall deformed configuration, with (c) and (d) evidence of the ultimate deformed shape for the S01 and S02 specimens (detail pictures from [12–14]).
