1 |
Bounds, W.L. (2010) Design of Blast- Resistant Buildings in Petrochemical Facilities, ASCE, American Society of Civil Engineers, Virgina.
|
2 |
Carriere, M., Heffernan, P.J., Wight, R.G., Braimah, A. (2009) Behaviour of Steel Reinforced Polymer (SRP) Strengthened RC Members under Blast Load, Can. J. Civil Eng., 36, pp.1356-1365.
DOI
|
3 |
Department of the Army (1986) Fundamentals of Protective Design for Conventional Weapons, TM 5-855-1, Headquarters, Department of the Army.
|
4 |
Kim, H.S., Choi, H.B. (2015) Damage Assessment of Neinforced Concrete Column under Combined Effect of Axial Load and Blast Load by Using P-M Interaction Diagram, J. Arch. Inst. Korea, Struct. & Constr. Sect., 27(10), pp.47-54.
|
5 |
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.
|
6 |
Kim, H.S., Park, J.P. (2010) An Evaluation of Blast Resistance Performance of RC Columns According to the Shape of Cross Section, J. Comput.l Struct. Eng. Inst. Korea, 23(4), pp.387-394.
|
7 |
Lee, K.K. (2010) Evaluation of Residual Capacity of Steel Compressive Members Under Blast Load, J. Arch. Inst. Korea, Struct. & Constr. Sect., 26(10), pp.37-44.
|
8 |
Lee, K.K., Kim, T.J., Kim, E.S., Kim, J.K. (2007) Behavior of Steel Columns Subjected to Blast Loads, J. Arch. Inst. Korea, Struct. & Constr. Sect., 23(7), pp.37-44.
|
9 |
Livermore Software Technology Corporation (LSTC) (2007) LS-DYNA Keyword User's Manual, version 971, Livermore Software Technology Corporation, Livermore, CA.
|
10 |
Nystrom, U., Gylltoft, K. (2009) Numerical Studies of the Combined Effects of Blast and Fragment Loading, Int. J. Impact Eng., 36, pp.995-1005.
DOI
|
11 |
Randers-Pehrson, G., Bannister, K. (1997) Airblast Loading Model for DYNA2D and DYNA3D, ARL-TR-1310, Army Research Laboratory, Aberdeen Proving Ground, MD.
|
12 |
RIST (2012) Protection of Buildings Against Explosions, Goomibook, Seoul, pp.44-64.
|