Assessing the Effects of Explosion Waves on Office and Residential Buildings

Authors: Mehran Pourgholi , Amin Lotfi Eghlim

Abstract:

Explosions may cause intensive damage to buildings and sometimes lead to total and progressive destruction. Pressures induced by explosions are one of the most destructive loads a structure may experience. While designing structures for great explosions may be expensive and impractical, engineers are looking for methods for preventing destructions resulted from explosions. A favorable structural system is a system which does not disrupt totally due to local explosion, since such structures sustain less loss in comparison with structural ones which really bear the load and suddenly disrupt. Designing and establishing vital and necessary installations in a way that it is resistant against direct hit of bomb and rocket is not practical, economical, or expedient in many cases, because the cost of construction and installation with such specifications is several times more than the total cost of the related equipment.

Keywords: Explosion Waves, explosion load, Office, Residential Buildings

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1333806

References:

[1] W.E Baker, "A Manual for the Prediction of Blast and Fragment Loading on Structures", Report No. DOE/ TIC-I 1268, U.S. Department of, Energy , Albuqueroe Operations Office, Amarillo area office,Pantex plant, Amarillo, Texas ,1980.
[2] J.M Duncan, Evans, LT, Phillip, S.K. Ooi. , "Lateral Load Analysis of Single Piles and Drilled Shafts", ASCE Journal of Geotechnical Engineering, 1994, Vol. 120, No.6, pp. 1018-1033.
[3] M Ettouney, TRittenhouse , "Blast Resistant Design of Commercial Buildings", Practice Periodical in Structural Design and Construction; 1996 Vol. I, pp.31-39.
[4] B , Woodson Expiratory pharyngeal airway obstruction during sleep: a multiple element model. Laryn- goscope 113, 2003 , 1450-1459.
[5] P.A ,Mendis, T , Ngo, "Assessment of tall buildings under blast loading and aircraft impact", Toward a better Built Environment, Innovation, Sustainability and Information Technology, International Association of Bridge and Structural Engineering, Australia, pp. 375-376, 2002.
[6] T , Paulay, MJ.N Pristley, "Seismic Design of Reinforced Concrete and Masonry Buildings", John Wiley and Sons, Inc, N.Y. I 992
[7] D.O ,Baker,. M.G Whitney, "Design of Blast Hardened Control Rooms", Structures under Shock and Impact, Proc. of the second International Conference, Portmouth, U.K., 16-18th June, Edited Bulson, B.S. 1992