Experimental testing of hold down devices for timber frame shear walls

Caprolu, Giuseppe;
  • Publisher: Luleå tekniska universitet
  • Subject: /dk/atira/pure/core/keywords/Technology/CivilEngineeringAndArchitecture/BuildingEngineering | Building engineering | timber shear walls, partially anchored, hold downs, rail-to-stud joint, tie downs

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 partially anchored shear walls, where the leading stud is not anchored a... View more
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