대한건축학회논문집 (Journal of the Architectural Institute of Korea)

  • 제37권6호
  • /
  • Pages.199-206
  • /
  • 2021
  • /
  • 2733-6239(pISSN)
  • /
  • 2733-6247(eISSN)
대한건축학회 (Architectural Institute of Korea)
권호 표지
DOI QR코드

DOI QR Code

건축물 내진설계기준에 의한 설계지진파 선정 방법 검토

Review of Selection Technique of Design Seismic Wave According to Seismic Design Standards for Buildings

  • 투고 : 2021.03.17
  • 심사 : 2021.06.15
  • 발행 : 2021.06.30
⟨ 이전 논문 다음 논문 ⟩

초록

Nonlinear time history analyses are frequently carried out for performance-based seismic design. In order to carry out these analyses, the selection of appropriate seismic waves is very important. Since no seismic wave data of the design spectral acceleration level existed in Korea, the seismic wave data of the PEER Center is generally used. However, many of seismic waves selected from the PEER Center seismic wave selection system tend to have predominant short period. Therefore, this study proposes a seismic wave selection method with various predominant periods from the PEER Center seismic wave selection system. This paper introduces the current building seismic criteria for design seismic wave selection and the PEER Center seismic wave selection system, and is investigated the maximum response acceleration distribution using the PEER Center seismic wave selection system and the proposed seismic wave selection method. As a result, the maximum response acceleration of the PEER Center seismic wave selection system was distributed in a specific range of predominant period, and no significant difference of the spectral accelerations was found in before and after the site response analyses. On the other hand, the proposed method was properly distributed in various predominant period domains, and the predominant periods maintained almost the same values after the site response analyses.

키워드

과제정보

이 연구는 2020년도 행정안전부 극한재난대응 기반기술개발사업의 연구비 지원에 의한 결과의 일부임. 과제번호 : 2020 - MOIS31 - 012

참고문헌

  1. Building structure standards (KBC 2106). (2016). Korean Building Code
  2. Jeong, C.H., & Park, D.H. (2009). Selection of input earthquake motion for dynamic analysis. Proceedings of Korean Geo-Environmental Society, pp.187-195
  3. Jeong, C.H., & Park, D.H. (2010). Generation of Seismic Environment and Design Code Compatible Representative Earthquake Motion. Spring Conference of the Korean Geotechnical Society, pp.91-97
  4. Jun, D.H., & Kang, H.G. (2006). Generation of Artificial Earthquake Wave Compatible with Design Spectrum and Its Response Characteristics. Journal of the Architectural Institute of Korea, 22(5), pp.121-128
  5. Kim, H.K., Park, D.H., & Jeong, C.G. (2010). Generation of Synthetic Ground Motion in Time Domain. LHI journal of land, housing, and urban affairs, pp.51-57
  6. Lee, S.C., Park, D.H., & Han, J.W. (2006). Simulation of Representative and Spatially Variable Ground Motion. Conference of Korean Society of Civil Engineers, pp.2783-2786
  7. Park, D.H., Ahn, J.K., & Park, J.S. (2015). Selection of earthquake time histories for nonlinear dynamic analyses and associate site response analysis. Fall Conference of the Earthquake Engineering Society of Korea, pp.79-80
  8. Seismic design standards for buildings (KDS 41 17 00). (2019). Korean Design Standard
  9. Seismic design general (KDS 17 10 00). (2018). Korean Design Standard
  10. Understanding earthquake response analysis through Round Robin Test. (2010). Special Publication of the Korean Geotechnical Society
  11. Yoon, J.K., Kim, D.S., & Bang, E.S. (2006). Development of Site Classification System and Modification of Design Response Spectra considering Geotechnical Site Characteristics in Korea (I) - Problem Statements of the Current Seismic Design Code. Journal of the Earthquake Engineering Society of Korea, 10(2), pp.39-50 https://doi.org/10.5000/EESK.2006.10.2.039
  12. Yun, K.H., Chang, C.J., LEE, J.R., & Noh, M.H. (2000). Artificial Generation of Seismic Wave Reflecting Phase Information. Fall Conference of the Earthquake Engineering Society of Korea, pp.91-97