Fragility functions for reinforced concrete columns incorporating recycled aggregates

Goksu C.

ENGINEERING STRUCTURES, cilt.233, 2021 (SCI İndekslerine Giren Dergi) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 233
  • Basım Tarihi: 2021
  • Doi Numarası: 10.1016/j.engstruct.2021.111908


Using recycled aggregates in the production of structural members is a relatively new application that has the potential to become a mainstream practice with effective green policies. Therefore, performance-based seismic assessment of structures constructed using recycled aggregates gains importance. Fragility curves, cumulative distribution functions that represent the probability of being in or exceeding a threshold for a selected engineering demand parameter, can be used in risk evaluation of these structures.