[1] UFC3-340-02, (1990) Structures to resist the effects of accidental explosions.
[2] Bangash, N.Y.H. and Bangash, T., (2006), “Explosion-Resistant Buildings”, Springer-Verlag, Berlin Heidelberg.
[3] TM5-1300. (1990). Structures to resist the effects of accidental explosion, US Army.
[4] US Department of the Army. (1986). Fundamentals of Protective Design for Conventional Weapons (TM 5-855-1). Washington.
[5] US Department of Defense. (2008). Structures to Resist the Effects of Accidental Explosions. UFC 3-340-02. Washington (DC).
[6] FEMA 426. (2003). Risk Management Series: Reference Manual to Mitigate Potential Terrorist Attack Against Buildings. Federal Emergency Management Agency.
[7] Hinman E. (2003). Primer for Design of Commercial Buildings to Mitigate Terrorist Attacks. FEMA 427, Applied Technology Council (ATC), USA.
[8] ASCE. (2009). Blast Protection of Buildings (ASCE Standard). Reston, VA: American Society of Civil Engineers.
[9] Castro, J. S.; Bryson, L. S.; Gamber, N. K.; Lusk, B. T. “Numerical Modeling of Subsurface Blasts”; Pan-Am CGS, Geotechnical Conference 2011.
[10] Hu, Y.; Burgess, I. W.; Davison, J. B.; Plank, R. J. (2008) “Modeling of Flexible End Plate Connections in Fire Using Cohesive Elements”; Fifth International Conference of Structures in Fire, Singapore.
[11] Wang, J.; Chen, W.; Guo, Z.; Liang, W. “Dynamic Responses of RPC-Filled Steel Tubular Columns Post Fire Under Blast Loading”; The Open Civil Engineering Journal 2016, 10, 236-245.
[12 Fujikura Sh., Bruneau M., and Lopez-Garcia D., Experimental Investigation of Multihazard Resistant Bridge Piers Having Concrete-Filled Steel Tube under Blast Loading, Journal of Bridge Engineering, 586-594, ASCE, 2008.
[13] Hao H., (2015). Predictions of Structural Response to Dynamic Loads of Different Loading Rates, International Journal of Protective Structures, Volume 6.
[14] Bangash, M. and Bangash. T, (2006). Explosion-resistant buildings: design, analysis, and case studies.
[1] UFC3-340-02, (1990) Structures to resist the effects of accidental explosions.
[2] Bangash, N.Y.H. and Bangash, T., (2006), “Explosion-Resistant Buildings”, Springer-Verlag, Berlin Heidelberg.
[3] TM5-1300. (1990). Structures to resist the effects of accidental explosion, US Army.
[4] US Department of the Army. (1986). Fundamentals of Protective Design for Conventional Weapons (TM 5-855-1). Washington.
[5] US Department of Defense. (2008). Structures to Resist the Effects of Accidental Explosions. UFC 3-340-02. Washington (DC).
[6] FEMA 426. (2003). Risk Management Series: Reference Manual to Mitigate Potential Terrorist Attack Against Buildings. Federal Emergency Management Agency.
[7] Hinman E. (2003). Primer for Design of Commercial Buildings to Mitigate Terrorist Attacks. FEMA 427, Applied Technology Council (ATC), USA.
[8] ASCE. (2009). Blast Protection of Buildings (ASCE Standard). Reston, VA: American Society of Civil Engineers.
[9] Castro, J. S.; Bryson, L. S.; Gamber, N. K.; Lusk, B. T. “Numerical Modeling of Subsurface Blasts”; Pan-Am CGS, Geotechnical Conference 2011.
[10] Hu, Y.; Burgess, I. W.; Davison, J. B.; Plank, R. J. (2008) “Modeling of Flexible End Plate Connections in Fire Using Cohesive Elements”; Fifth International Conference of Structures in Fire, Singapore.
[11] Wang, J.; Chen, W.; Guo, Z.; Liang, W. “Dynamic Responses of RPC-Filled Steel Tubular Columns Post Fire Under Blast Loading”; The Open Civil Engineering Journal 2016, 10, 236-245.
[12 Fujikura Sh., Bruneau M., and Lopez-Garcia D., Experimental Investigation of Multihazard Resistant Bridge Piers Having Concrete-Filled Steel Tube under Blast Loading, Journal of Bridge Engineering, 586-594, ASCE, 2008.
[13] Hao H., (2015). Predictions of Structural Response to Dynamic Loads of Different Loading Rates, International Journal of Protective Structures, Volume 6.
[14] Bangash, M. and Bangash. T, (2006). Explosion-resistant buildings: design, analysis, and case studies.