충돌/폭발 하중에 의한 구조물의 파괴거동 해석

Collapse Simulation by the Impact/Blast Load

  • 발행 : 2016.09.15

초록

키워드

참고문헌

  1. Arros, J. and Doumbalski, N. (2007) Analysis of aircraft impact to concrete structures, Nuclear Engineering and Design, Vol. 237, pp. 1241-1249. https://doi.org/10.1016/j.nucengdes.2006.09.044
  2. Centry Dynamics, Ltd(2005) AUTODYN Theory manual.
  3. Department of Defense (DoD) (2010). Design of Buildings to Resist Progressive Collapse. Unified Facilities Criteria: UFC 4-023-03, Washington. D.C.,Department of Defense.
  4. DOE-STD-3014-96, 2006, DOE Standard Accident Analysis For Aircraft Crash, 1996, reaffirm.
  5. Electric Power Research Institute (EPRI) (2002) Deterring Terrorism: Aircraft Crash Impact Analyses Demonstrate Nuclear Power Plant's Structural Strength.
  6. Jason Har.(2003).In the principle of virtual work to the finite element code, and Hydrocode.Journal of the Computational Structural Engineering Institute of Korea, 16(2), 13-29.
  7. Jeon, Doo-Jin, Cha, Eun-Ho, Han, Sang-Eul. (2015.9). An Effective Modeling Technique for Blast and Progressive Collapse Analysis of Steel Frame. JOURNAL OF THE ARCHITECTURAL INSTITUTE OF KOREA Structure & Construction, 31(9), 11-18. https://doi.org/10.5659/JAIK_SC.2015.31.9.11
  8. Jeon, Doo-Jin, Han, Sang-Eul.(2016).A Suggestion of Simplified Load Formula for Blast Analysis.Journal of the Computational Structural Engineering Institute of Korea, 29(1), 67-75. https://doi.org/10.7734/COSEIK.2016.29.1.67
  9. Jeon Se Jin, Lee Yun Seok, Chung Chul Hun, Chung Yun Suk. (2005.1). Dynamic Nonlinear Response of Domestic Nuclear Containment Buildings Subjected to Large Aircraft Impact Load. JOURNAL OF THE KOREAN SOCIETY OF CIVIL ENGINEERS A, 25(1A), 191-200.
  10. John O. Hallquist(1998) LS-DYNA THEORETICAL MANUAL.
  11. Kim, H., Ahn, J., & Ahn, H. (2012). A Simplified Modeling Method for Blast Analysis of Reinforced Concrete Buildings. Journal of the Architectural Institute of Korea, Structure and Construction Section, 28(7),91-98.
  12. Kim, H.S., Lee, J.Y. (2011) An Evaluation of Blast Resistance Performance of RC Columns by Using P-M Interation Diagram, J. Arch. Inst. Korea, Struct. & Constr. Sect., 31(4), pp.13-20.
  13. Lee,K.S.,Sin,S.S.,Park,D.H.(2011).The Applicability of Hydrocode to the Problem of Large Aircraft Impact Simulation of Nuclear Power Plants. Journal of the Computational Structural Engineering Institute of Korea, 24(1), 49-56.
  14. Nuclear Energy Institute (NEI 07-13) (2009) Methodology for Performing Aircraft Impact Assessments for New Plat Designs.
  15. Nystrom, U., Gylltoft, K. (2009) Numerical Studies of the Combined Effects of Blast and Fragment Loading, Int. J. Impact Eng., 36, pp.995-1005. https://doi.org/10.1016/j.ijimpeng.2009.02.008
  16. OECD/NEA/CSNI(2002) Specialist Meeting on External Hazards.
  17. Shin, Sang Shup, Park, Taehyo. (2011.9). Analysis of Containment Building Subjected to a Large Aircraft Impact using a Hydrocode. JOURNAL OF THE KOREAN SOCIETY OF CIVIL ENGINEERS A, 31(5A), 369-378.
  18. Sugano, T., Tsubota, H., Kasai, Y., Koshika, N., Orui, S., Von Riesemann, W.A., Bickel, D.C., and Parks, M.B. (1993) Fullscale aircraft impact test for evaluation of impact force, Nuclear Engineering and Design, Vol. 140, pp. 373-385. https://doi.org/10.1016/0029-5493(93)90119-T
  19. Randers-Pehrson, G., Bannister, K. (1997) Airblast Loading Model for DYNA2D and DYNA3D, ARL-TR-1310, Army Research Laboratory, Aberdeen Proving Ground, MD.