Influence of the Degree of Inclination of Applied Load on the Behaviour of Hybrid and FRP Elements

Vadapolaite A., Dakhel M., Donchev T.

10th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering (CICE), İstanbul, Turkey, 8 - 10 December 2021, vol.198, pp.1020-1030 identifier identifier

  • Publication Type: Conference Paper / Full Text
  • Volume: 198
  • Doi Number: 10.1007/978-3-030-88166-5_89
  • City: İstanbul
  • Country: Turkey
  • Page Numbers: pp.1020-1030
  • Keywords: FRP, Shear walls, Infill plates, Connections
  • Istanbul Technical University Affiliated: No

Abstract

Steel Shear walls (SSW) are the common lateral resisting system around the world. Early stage research on utilising the beneficial properties of fibre reinforced polymers FRP to increase the strength and improve the behaviour of SSW systems is under way. The application of FRP in SSW systems merits review of the effect of this material on the behaviour of the connection between the hybrid steel/FRP infill plate and the boundary frame elements.