Journal of the Earthquake Engineering Society of Korea (한국지진공학회논문집)

Earthquake Engineering Society of Korea (한국지진공학회)
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Extracting Modal Parameters of a Layered Stone Pagoda Using TDD Technique

TDD 기법을 이용한 적층식 석탑의 동특성 추출

  • Received : 2015.02.24
  • Accepted : 2015.03.20
  • Published : 2015.05.01
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Abstract

This work introduces a modal testing and analysis results of the mock-up for a layered stone pagoda. The pagoda has been horizontally excited by an impact hammer. As to the measured acceleration time responses, the first five lower mode shapes and natural frequency are extracted by the TDD technique. It is observed that the time delay of a shear wave occurs through friction surfaces. Such phenomena cannot be described by using the traditional analytical models such as a continuum cantilever beam model or a discrete shear building model. However, the time delay typically affects only the phases of the pagoda system. The frequencies of the pagoda system are not affected by such time delay. It is found in the first time that the layered stone pagoda system has a set of closely placed modes in near of natural frequency. It is believed that such modes are due to the friction characteristics in friction surfaces. Based on the stick-slip friction model, it seems that the one of the closely placed mode can be a self-excited one.

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References

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  1. Distinct Element Modelling of Stacked Stone Pagoda for Seismic Response Analysis vol.22, pp.6, 2018, https://doi.org/10.5000/EESK.2018.22.6.345