Study of the Stiffened Steel Plate Shear Walls Behaviour Under Cyclic Loads

Carlos Luis Gallegos Flores; Luis Tinerfe Hernández Rodríguez; María Belén Correa Vallejo

doi:10.15866/irece.v14i6.23185

Study of the Stiffened Steel Plate Shear Walls Behaviour Under Cyclic Loads

Carlos Luis Gallegos Flores⁽¹⁾, Luis Tinerfe Hernández Rodríguez^(2*), María Belén Correa Vallejo⁽³⁾

^(*) Corresponding author

Authors' affiliations

DOI: https://doi.org/10.15866/irece.v14i6.23185

Abstract

This article presents the analytical and experimental study of Steel Plate Shear Walls (SPSW) with plate stiffeners, a variant that has been dormant within the development of SPSW walls due to the concepts that describe the steel plate behaviour before the application of shear loads parallel to the wall main plane, where the same theory allows to evaluate possible results when using stiffeners that increase the capacity of the plate before these load demands; to demonstrate these concepts, three samples of the wall with a stiffened plate, a sample of this with an unstiffened plate and a sample of the frame were created, reaching results where the walls with stiffeners presented a higher shear capacity than the unstiffened wall in a 27%, and the frame developed a good capacity of displacements, thus focusing the contribution of rigidity to the steel plate.
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Keywords

Shear Walls; Steel Plate; Stiffeners; Border Elements; Shear Buckling

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References

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