Parametric study on the mass of a free-dropped-hammer on dynamic response of a reinforced concrete beam

Research outputs and artefacts

31 Aug 2020

Key findings: The cushioning factor is a parameter that can show the structural response and have a regressive power relationship with the deformation of the structure.

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Key Topics

infrastructure
resilience

More information

Dr Maryam Nasim
Completed PhD student
S3553885@student.rmit.edu.au

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