국제초고층학회논문집 (International Journal of High-Rise Buildings)

  • 제9권4호
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  • Pages.315-323
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  • 2020
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  • 2234-7224(pISSN)
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  • 2288-9930(eISSN)
한국초고층도시건축학회 (Council on Tall Building and Urban Habitat Korea)
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Seismic Capacity Required for the Safety Limit Design of High-rise RC Buildings under Long-period Ground Motions in Osaka, JAPAN and its Estimation Based on the Equivalent Linearization Method

  • 발행 : 2020.12.01
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초록

In June 2016, the Ministry of Land, Infrastructure, Transport and Tourism (MLIT) in Japan delivered countermeasures against long-period ground motions caused by strong earthquakes along the Nankai trough. However, the countermeasures do not cover high-rise buildings equal to or shorter than 60 m in height, which do not require earthquake response analyses in the seismic design. Hence, in the present study, earthquake response analyses for such high-rise reinforced concrete (RC) buildings were performed under artificial ground motions assumed in the OS1 and OS2 regions to determine the base shear coefficients that satisfy a given safety demand. Furthermore, the results from the earthquake response analyses were estimated by the authors' proposed method based on the equivalent linearization method, showing good agreement and inspiring suggestions for more accurate and simplified estimations.

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참고문헌

  1. Applied Technology Council (ATC). (1996) ATC-40 Seismic Evaluation and Retrofit of Concrete Buildings Volume 1. Report No. SSC 96-01.
  2. Architectural Institute of Japan (AIJ). (2018) Standard for Structural Calculation for Reinforced Concrete Structures (in Japanese).
  3. Architectural Institute of Japan (AIJ). (2019) AIJ Seismic Performance Evaluation Guidelines for Reinforced Concrete Buildings Based on the Capacity Spectrum Method (in Japanese).
  4. Building Center of Japan (BCJ) (2016) The Building Standard Law of Japan.
  5. Kitamura, H., Miyauchi, Y. and Uramoto, H. (2006) Study on Standards for Judging Structural Performances in Seismic Performance Based Design -Evaluation of the safety limit value and margin I and II levels in JSCA seismic performance menu- (in Japanese). Journal of Structural and Construction Engineering (Transactions of AIJ), 604, 183-191. https://doi.org/10.3130/aijs.71.183_1
  6. Kobayashi, M. and Kataoka, Y. (2019) A Proposal of Damping Correction Formula Considering Period-Dependent Characteristics of the Design Response Spectra of Long-Period Ground Motions for the Hypothetical Nankai Trough Earthquake (in Japanese), Journal of Structural and Construction Engineering (Transactions of AIJ), No. 758, pp. 477-487.
  7. Ministry of Land, Infrastructure, Transport and Tourism (MLIT) (2016) https://www.mlit.go.jp/jutakukentiku/build/jutakukentiku_house_fr_000080.html (in Japanese)
  8. Takeda, T., Sozen, M.A. and Nielsen, N.M. (1970) Reinforced concrete response to simulated earthquakes. Journal of Structural Division, ASCE, 96(ST12), 2557-2573. https://doi.org/10.1061/JSDEAG.0002765