Fracture Mechanics Models for Brittle Failure of Bottom Rails due to Uplift in Timber Frame Shear Walls

<div>Geometry of beam considered in Jensen [<a href="/journals/ace/2016/9402650/#B18">34</a>].</div>

Advances in Civil Engineering

Figure 7: Fracture Mechanics Models for Brittle Failure of Bottom Rails due to Uplift in Timber Frame Shear Walls 