Test on the splitting failure capacity of the bottom rail due to uplift in partially anchored shear walls

Contribution for newspaper or weekly magazine English OPEN

Caprolu, Giuseppe; Girhammar, Ulf Arne; Källsner, Bo; Johnsson, Helena;

(2012)

Publisher: New Zealand Timber Design Society

Källsner and Girhammar have developed a new plastic design method for wood-frame shear walls at ultimate limit state. The method is capable of calculating the load-carrying capacity of partially anchored shear walls, where the leading stud is not necessarily anchored ag... View more

Similar Research Results (4)

Fracture Mechanics Models for Brittle Failure of Bottom Rails due to Uplift in Timber Frame Shear Walls (2016)	97%
Evaluation of Splitting Capacity of Bottom Rails in Partially Anchored Timber Frame Shear Walls (2014)	86%
Analytical and experimental evaluation of the capacity of the bottom rail in partially anchored timber shear walls (2012)	78%
Experimental testing of anchoring devices for bottom rails in partially anchored timber frame shear walls (2011)	74%

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