[1]
Nonaka, T. Shear Failure of Steel Member Due to a Blast [J]. Imitational journal of impact engineering (24) 2000: 231-238.
DOI: 10.1016/s0734-743x(99)00158-x
Google Scholar
[2]
Longinow, A.: Mniszewski, K. R. Protecting Building Against Vehiele Bomb Attacks [J]. ASCE: Practice Periodical on Structural Design and Construction. 1996, l (l): 51-54.
DOI: 10.1061/(asce)1084-0680(1996)1:1(51)
Google Scholar
[3]
Corley, W. G: Mlaker, P. F. et al. The Oklalloma City Bombing: Summary and Recommendation for Multihazard Mitigation [J]. ASCE: Journal of Performance of Constructed Facilities. 1998, 12(3): 100-112.
DOI: 10.1061/(asce)0887-3828(1998)12:3(100)
Google Scholar
[4]
Mlakar, P. F. : Corley, W. G. et al. The Oklahoma City Bombing: Analysis of Blast Damage to the Murrah Building [J]. ASCE: Journal of Performance of Constructed Facilities. 1998, 12(3): 113-119.
DOI: 10.1061/(asce)0887-3828(1998)12:3(113)
Google Scholar
[5]
Sozen, M. A.: Thomton, C. H. et al. The Oklahoma City Bombing: Structure and Mechanisms of the Murrah Building [J]. ASCE: Journal of Performance of Constructed Facilities. 1998, 12(3): 120-136.
DOI: 10.1061/(asce)0887-3828(1998)12:3(120)
Google Scholar
[6]
Norville, H. S. : Harvill, N. et al. Glass-Related Injuries in Oklalloma City Bombing [J]. ASCE: Joumal of Performance of Constructed Facilities. 1999, 13(2): 50-56.
DOI: 10.1061/(asce)0887-3828(1999)13:2(50)
Google Scholar
[7]
Bazantt, Z. P.; Zhou, Y, Why Did the World Trade Center Collapse-Simple Analysis. [J]. ASCE: Journal of Engineering Mechanizes. 2002, 128(l): 2-6.
Google Scholar
[8]
Corley, W. G Lessons leamed on Improving Resistance of Building to Terrorist Attacks [J]. ASCE: Journal of Performance of Constructed Facilities. 2004, 18(2): 68-78.
DOI: 10.1061/(asce)0887-3828(2004)18:2(68)
Google Scholar
[9]
TM 5-1300. Design of structures to resist the effects of accidental explosions. US Department of the Army Technical Manual, 1990: 50-54.
Google Scholar