Structural Engineering and Mechanics

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Damage detection using both energy and displacement damage index on the ASCE benchmark problem

  • Khosraviani, Mohammad Javad (Department of Civil Engineering, Qazvin Branch, Islamic Azad University) ;
  • Bahar, Omid (Department of Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES)) ;
  • Ghasemi, Seyed Hooman (Department of Civil Engineering, Qazvin Branch, Islamic Azad University)
  • Received : 2019.06.19
  • Accepted : 2020.08.21
  • Published : 2021.01.25
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Abstract

This paper aims to present a novelty damage detection method to identify damage locations by the simultaneous use of both the energy and displacement damage indices. Using this novelty method, the damaged location and even the damaged floor are accurately detected. As a first method, a combination of the instantaneous frequency energy index (EDI) and the structural acceleration responses are used. To evaluate the first method and also present a rapid assessment method, the Displacement Damage Index (DDI), which consists of the error reliability (β) and Normal Probability Density Function (NPDF) indices, are introduced. The innovation of this method is the simultaneous use of displacement-acceleration responses during one process, which is more effective in the rapid evaluation of damage patterns with velocity vectors. In order to evaluate the effectiveness of the proposed method, various damage scenarios of the ASCE benchmark problem, and the effects of measurement noise were studied numerically. Extensive analyses show that the rapid proposed method is capable of accurately detecting the location of sparse damages through the building. Finally, the proposed method was validated by experimental studies of a six-story steel building structure with single and multiple damage cases.

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References

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