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Performance-based probabilistic deflection capacity models and fragility estimation for reinforced concrete column and beam subjected to blast loading.

Katchalla Bala KishoreJaswanth GangoluMukesh K. RamanchaKasturi BhuyanHrishikesh Sharma
Published in: Reliab. Eng. Syst. Saf. (2022)
Keyphrases
  • reinforced concrete
  • probabilistic model
  • case study
  • parameter estimation
  • structural analysis
  • three dimensional
  • monte carlo simulation
  • parametric models