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Preliminary communication

https://doi.org/10.14256/JCE.2626.2019

Damage index for reinforced concrete columns

Mounir Ait Belkacem
Hakim Bechtoula
Nouredine Bourahla
Adel Ait Belkacem


Full text: croatian pdf 532 Kb

page 139-149

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Full text: english pdf 561 Kb

page 139-149

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Abstract

Severe earthquake ground motions can cause various levels of damage to reinforced concrete structures. Among others, damage index (DI) is a reliable means to quantitatively measure the extent of damage that can be endured by a structure in such circumstances. This paper outlines available concepts with a view to propose a new concept taking into account the displacement ductility of specimens loaded under low rotation angles or subjected to low fatigue test. The proposed DI has been successfully applied to predict damage levels in several case studies.

Keywords

reinforced concrete structures; earthquake; damage index; displacement ductility

Hrčak ID:

236500

URI

https://hrcak.srce.hr/236500

Publication date:

16.3.2020.

Article data in other languages: croatian

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