Numerical Investigation of Timber Log-Haus Walls with Steel Dovetail Reinforcements under In-Plane Seismic Loads

Figure 4

FE modelling of S01 and S02 specimens, with (a) cross-sectional features of logs; (b) full assembly (example proposed for the M02 model, with mesh pattern hidden from view); (c) mesh layout (ABAQUS).

(a)

(b)

(c)