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The research investigates the behavior of castellated steel beams under cyclic loads, focusing on their failure modes, earthquake resistance, and behavioral parameters. Results indicate that castellated beams exhibit significantly higher flexural capacities and ductility compared to normal beams, making them suitable for structural applications in earthquake-prone areas. The study establishes relationships between resistance, ductility, and stiffness, providing valuable insights for engineering applications

Author

Aisha Bint Idris

Language

EN