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A Study on Evaluation of Floor Response Spectrum for Seismic Design of Non-Structural Components

비구조요소의 내진 설계를 위한 기존 층응답스펙트럼의 평가

  • Choi, Kyung Suk (Department of Architectural Engineering, University of Seoul) ;
  • Yi, Waon Ho (Department of Architectural Engineering, Kwangwoon University) ;
  • Yang, Won-Jik (Department of Architectural Engineering, Kwangwoon University) ;
  • Kim, Hyung Joon (Department of Architectural Engineering, University of Seoul)
  • Received : 2013.07.12
  • Accepted : 2013.10.02
  • Published : 2013.11.01

Abstract

The seismic damage of non-structural components, such as communication facilities, causes direct economic losses as well as indirect losses which result from social chaos occurring with downtime of communication and financial management network systems. The current Korean seismic code, KBC2009, prescribes the design criteria and requirements of non-structural components based on their elastic response. However, it is difficult for KBC to reflect the dynamic characteristics of structures where non-structural components exist. In this study, both linear and nonlinear time history analyses of structures with various analysis parameters were carried out and floor acceleration spectra obtained from analyses were compared with both ground acceleration spectra used for input records of the analyses and the design floor acceleration spectrum proposed by National Radio Research Agency. Also, this study investigates to find out the influence of structural dynamic characteristics on the floor acceleration spectra. The analysis results show that the acceleration amplification is observed due to the resonance phenomenon and such amplification increases with the increase of building heights and with the decrease of structure's energy dissipation capacities.

Keywords

References

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