Journal of The Korean Society of Agricultural Engineers (한국농공학회논문집)

The Korean Society of Agricultural Engineers (한국농공학회)
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Evaluation Technique of Seismic Performance on Agricultural Infrastructure - Based on Dynamic Numerical Analysis -

농업 기반시설의 내진성능 평가기법 - 동적 수치해석 중심으로-

  • 이달원 (충남대학교 농업생명과학대학) ;
  • 김용성 (한국수자원공사 수자원연구원)
  • Published : 2004.07.30
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Abstract

The evaluation technique of seismic performance on agricultural infrastructure based on dynamic numerical simulations, which Included a cyclic elasto-plastic and a viscoelastic-viscoplastic constitutive model to actual multi-layered ground conditions during large earthquake were performed by a liquefaction analysis in the present study. From the liquefaction analysis, it was verified that the models can give a good description of the damping characteristics and liquefaction phenomena of ground accurately during large event which induces plastic deformation in large strain range.

Keywords

References

  1. Arulanandan, K., X.S. Li and K. Sivathasan, K. 2000. Numerical Simulation of Liquefaction Induced Deformations. Jour. of Geotechnical and Geoenvironmental Engineering, 126(7) : 657-666 https://doi.org/10.1061/(ASCE)1090-0241(2000)126:7(657)
  2. Korea Agricultural & Rural Infrastructure Corporation, 2003. Agricultural Land and Water Development Statistics. 1-679.(in Korean)
  3. Kim, S.l., I. J, Park and J. S. Choi. 2000. A Study on the Assesment of Liquefaction Potential in Korea, Journal of the Korean Society of Civel Engineers, 20(2-C) : 129-139.(in Korean)
  4. Kim, Y. S., 2001. A Cyclic Viscoelastic-Viscoplastic Constitutive Model for Clay and Its Application to Liquefaction Analysis. Ph.D. Dissertation, Dept. of Civil Engrg., Kyoto Univ., Kyoto, Japan
  5. Kim, Y. S., 2002. Seismic Response Analysis of Layered Ground Based on a Cyclic Viscoelastic-Viscoplastic Constitutive Model. Journal of the Korean Society of Civel Engineers. 22(1-C) : 33-44.(in Korean)
  6. Kobe City Development Bureau. 1995. Report on the Ground Deformation at Reclaimed Land During the 1995 Hyogoken Nanbu Earthquake : 1-119.(in Japanese)
  7. Korea Meteorological Administration. 2003. Earthquake Information
  8. Oka, F., 1992. A Cyclic Elasto-Viscoplastic Constitutive Model for Clay Based on the Non-Linear Hardening Rule. Proc. 4th Int. Symp. on Numerical Models in Geomechanics. Balkema. 1 : 105-114
  9. Oka, F., A. Yashima, T. Shibata, M. Kato and R. Uzuoka. 1994. FEM-FDM Coupled Liquefaction Analysis of a Porous Soil Using an Elasto-Plastic Model. Applied Scientific Research. 52 : 209-245 https://doi.org/10.1007/BF00853951
  10. Oka, F., A. Yashima, A. Tateishi, Y. Taguchi and S. Yamashita, 1999. A Cyclic Elasto-Plastic Constitutive Model for Sand Considering a Plastic-Strain Dependence of the Shear Modulus. Geotechnique. 49(5) : 661-680 https://doi.org/10.1680/geot.1999.49.5.661
  11. Shibata. T., T. Sate, R. Uzuoka, F. Oka, A. Yashima and M. Kato. 1991. FEM-FDM Coupled Liquefaction Analysis of a Fluid-Saturated Ground. Proc. 7th Int. Symp. on Computer Methods and Advances in Geomechanics. Cairns. Balkema. 2 : 869- 874
  12. Sugito, M., F. Oka, A. Yashima, Y. Furumoto and K. Yamada. 2000. Time-dependent Ground Motion Amplification Characteristics at Reclaimed Land After the 1995 Hyogoken Nambu Earthquake. Engineering Geology. 56 : 137-150 https://doi.org/10.1016/S0013-7952(99)00139-8
  13. Taguchi, Y., A. Tateishi, F. Oka, A. Yashima. 1996. Three-Dimensional Liquefaction Analysis Method and Array Record Simulation in Great Hanshin Earthquake. Proc. 11th World Conference on Earthquake Engineering. Balkema (CD-ROM). Paper No.1042

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  1. Liquefaction Analysis at Multi-Layered Ground Considering Viscoplastic Effect of Clay vol.55, pp.5, 2013, https://doi.org/10.5389/KSAE.2013.55.5.059