Cakmak, A. S.

Nielsen, Søren R.K.

Skjærbæk, P. S.

English

This paper deals with the estimation of the damage location of severely damaged Reinforced Concrete (RC) structures excited by earthquakes. It is assumed that the building is instrumented with a sensor measuring the earthquake acceleration signal at ground surface and a sensor measuring only a single output response such as the top storey displacement. Based on these measurements it is assumed that the two lowest smoothed average circular eigenfrequencies can be estimated

Damage Localization of Severely Damaged RC-Structures Based on Measured Eigenperiods from a Single Response

https://vbn.aau.dk/ws/files/198381713/Damage_Localization_of_Severely_Damaged_RC_Structures_Based_on_Measured_Eigenperiods_from_a_Single_Response.pdf

Damage Localization of Severely Damaged RC-Structures Based on Measured Eigenperiods from a Single Response

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