Experimental testing of anchoring devices for bottom rail in partially anchored timber frame shear walls with two-sided sheathing

Caprolu, Giuseppe;
  • Publisher: Luleå tekniska universitet
  • Subject: /dk/atira/pure/core/keywords/Technology/CivilEngineeringAndArchitecture/BuildingEngineering | Building engineering | timber shear walls | partially anchored | sheathing-to-framing joint | bottom rail | cross-wise bending | splitting of bottom surface | splitting of side surface

Källsner and Girhammar [1] have presented a new plastic design method for wood-framed shear walls at ultimate limit state. This method allows the designer to calculate the load-carrying capacity of shear walls partially anchored, where the leading stud is not fully anch... View more
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