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

<div>FE numerical modelling of log-wall assembly with steel dovetails. (a) Example of “Standard” carpentry joint and (b) overview of a typical FE model, with (c) evidence of mesh pattern, corner detail (ABAQUS).</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Numerical Investigation of Timber Log-Haus Walls with Steel Dovetail Reinforcements under In-Plane Seismic Loads 