Damage Diagnosis in RC Frames on a Frequency Domain Basis

Today, there are many methods for detecting damages in reinforced concrete structures,

such as pushover analysis, energy-based analysis and nonlinear analysis in the time

domain. These methods are used to determine the dynamic properties of the structure by

using accelerometers and a number of measuring devices that determine the mechanical

and physical properties of the structure. In this study, it is aimed to diagnose damage with a

set of frequencies and corresponding amplitude values obtained from accelerometers that

determine the dynamic properties of the structure, instead of these methods that create

calculation complexity. In this study, firstly, the damaged elements and joint points of the

1-storey RC frame with a single opening in both directions were determined by pushover

analysis, for which the finite element model was built in the SAP2000 program. Later, time

history analyzes were carried out under the influence of acceleration data of the Pazarcık

earthquake (Mw 7.7) that occurred on February 6. The results obtained in the time domain

were converted into the frequency domain and some inferences were made regarding the

damaged areas. The study results showed that if the amplitude drop decreases in the same

frequency range at a node, damage occurs at that node. It has been determined that the

damages occurring in the RC frame increase due to the decrease in amplitude