A Recent Trend in Analysis of Structures for Near-field Blast Loading

근접폭발하중에 대한 구조물해석 최근 연구동향

ACI. 2011. Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary. American Concrete Institute, Farmington Hills, MI.
ASCE. 2011. Blast Protection of Buildings (ASCE/Structural Engineering Istitute (SEI) 59-11). American Society of Civil Engineers, Reston, VA.
CEB. 1993. CEB-FIP Model Code 1990: Design Code. Comit euro-international du b ton, T. Telford, London.
DoD. 2008. Unified Facilities Criteria (UFC): Structures to Resist the Effects of Accidental Explosions (UFC 3-340-02). Departments of Defense, Washington, DC.
Dusenberry, D. O. 2010. ed. Handbook for Blast-Resistant Design of Buildings. Wiley, Hoboken, NJ.
Hao, H. and Zhou, X. Q. 2007. Concrete material model for high rate dynamic analysis. Proceedings, 7th International Conference on Shock and Impact Loads on Structures. Beijing, China. p. 753-768.
Johnson, G. R. and Cook, W. H. 1983. A constitutive model and data for metals subjected to large strains, high strain rates and high temperatures. Proceedings, 7th International Symposium on Ballistics. International Ballistics Committee, The Hague, Netherlands. p. 541-547.
Malvar, L. J. and Ross, C. A. 1998. Review of strain rate effects for concrete in tension. Aci Materials Journal 95 (6): 735-739.
Needham, C. E. 2010. Blast Waves. Springer, New York.