Journal of the Korea Institute of Military Science and Technology (한국군사과학기술학회지)

The Korea Institute of Military Science and Technology (한국군사과학기술학회)
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Feasibility Study on a Damage Assessment of Underground Structures by Ground Shock Using the Fast Running Model

지중파에 의한 지하 구조물의 부재피해평가를 위한 고속해석모델 적용 가능성 연구

  • Sung, Seung-Hun (The 4th Research and Development Institute, Agency for Defense Development) ;
  • Chong, Jin-Wung (The 4th Research and Development Institute, Agency for Defense Development)
  • 성승훈 (국방과학연구소 제4기술연구본부) ;
  • 정진웅 (국방과학연구소 제4기술연구본부)
  • Received : 2017.12.01
  • Accepted : 2018.05.25
  • Published : 2018.06.05
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Abstract

This study investigated applicability of the fast running model for damage assessment of underground structures by ground shock. For this reason, the fast running model that consists of two main models such as the ground shock generation and propagation model and the underground structural damage assessment model was developed. The ground shock generation and propagation model was programed using theoretical formula and empirical formula introduced in TM5-855-1(US army manual). The single degree of freedom model of structural components was utilized to predict structural dynamic displacements which are used as index to assess damage level of components. In order to confirm the feasibility of the developed fast running model, underground structural dynamic displacements estimated from the fast running model were compared to displacements obtained from the finite element analysis.

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References

  1. TM 5-855-1, "Fundamentals of Protective Design for Conventional Weapons," Headquarters, Department of the Army, USA, 1986.
  2. S. Wong and P. Weidlinger, “Design of Underground Protective Structures,” Journal of Structural Engineering, Vol. 109, No. 8, pp. 1972-1979, 1983. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:8(1972)
  3. G. Ma, H. Zhou, Y. Lu and K. Chong, "In-Structure Shock of Underground Structures: A Theoretical Approach," Engineering Structures, Vol. 32, pp. 3836 -3844, 2010. https://doi.org/10.1016/j.engstruct.2010.08.026
  4. C. M. Morison, "Dynamic Response of Walls and Slabs by Single-Degree-of-Freedom Analysis-A Critical Review and Revision," International Journal of Impact Engineering, Vol. 32, pp. 1214-1247, 2006. https://doi.org/10.1016/j.ijimpeng.2004.11.008
  5. K. Fischear and I. Haring, "SDOF Response Model Parameters from Dynamic Blast Loading Experiments," Engineering Structures, Vol. 31, pp. 1677-1686, 2009. https://doi.org/10.1016/j.engstruct.2009.02.040
  6. W. Riedel, K. Fischer, C. Kranzer, J. Erskine, R. Cleave, D. Hadden and M. Romani, "Modeling and Validation of a Wall-Window Retrofit System under Blast Loading," Engineering Structures, Vol. 37, pp. 235-245, 2012. https://doi.org/10.1016/j.engstruct.2011.12.015
  7. G. Carta and F. Stochino, "Theoretical Models to Predict the Flexural Failure of Reinforced Concrete Beams under Blast Loads," Engineering Structures, Vol. 49, pp. 306-315, 2013. https://doi.org/10.1016/j.engstruct.2012.11.008
  8. J. Xu, C. Wu and Z. X. Li, "Analysis of direct Shear Failure Mode for RC Slabs under External Explosive Loading," International Journal of Impact Engineering, Vol. 69, pp. 136-148, 2014. https://doi.org/10.1016/j.ijimpeng.2014.02.018
  9. A. Stolz, K. Fischer, C. Roller and S. Hauser, "Dynamic Bearing Capacity of dUctile Concrete Plates under Blast Loading," International Journal of Impact Engineering, Vol. 69, pp. 25-38, 2014. https://doi.org/10.1016/j.ijimpeng.2014.02.008
  10. V. R. Feldgun, D. Z. Yankelevsky and Y. S. Karinski, "A Nonlinear SDOF Model for Blast Response Simulation of Elastic Thin Rectangular Plates," International Journal of Impact Engineering, Vol. 88, pp. 172-188, 2016. https://doi.org/10.1016/j.ijimpeng.2015.09.001
  11. P. Weidlinger and E. Hinman, “Analysis of Underground Protective Structures,” Journal of Structural Engineering, Vol. 114, No. 7, pp. 1658- 1673, 1988. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:7(1658)
  12. PDC TR-06-08, "Single Degree of Freedom Structural Response Limits for Anti-Terrorism Design," US Army Corps of Engineers. USA, 2008.
  13. PDC TR-06-01, "Methodology Manual for the Single-Degree-of-Freedom Blast Effects Design Spreadsheets(SBEDS)," US Army Corps of Engineers, USA, 2008.
  14. UFC 3-340-02, "Structures to Resist the Effects of Accidental Explosion," Unified Facilities Criteria, USA, 2008.
  15. R. Park and W. L. Gamble, "Reinforced Concrete Slabs 2nd Edition," John Wiley & Sons, Inc. Canada, 2000.
  16. D. K. Vaughan, "FLEX user's Guide, Revised Edition," Weidlinger Associate, Palo Alto, Calif, 1985.
  17. F. L. DiMaggior and I. S. Sandler, “Material Model for Granular Soils,” Journal of Engineering Mechanics, Vol. 97, No. EM3, pp. 935-950, 1988.