Journal of Engineering and Applied Sciences

Year: 2019
Volume: 14
Issue: 3
Page No. 796 - 801

Behavior Study of Reinforced Concrete Frame with Different Ductility Levels under Explosive Loading

Authors : Waseem Haleem Al-Baghdadi and Amjad Hameed Abd-alrazaq

References

Anonymous, 2008. Structure to resist the effects of accidental explosion. United States Army Corps of Engineers, Washington, D.C., USA.

Bangash, M.Y.H. and T. Bangash, 2006. Explosion-Resistant Buildings: Design, Analysis and Case Studies. Springer, Berlin, Germany, Pages: 784.

Crawford, J.E., J.L. Malvar, J.W. Wesevich, J. Valancius and A.D. Reynolds, 1997. Retrofit of reinforced concrete structures to resist blast effects. ACI. Struct. J., 94: 262-271.

Mutalib, A.A. and H. Hao, 2011. Development of P-I diagrams for FRP strengthened RC columns. Intl. J. Impact Eng., 38: 290-304.
Direct Link  |  

Shi, Y., Z.X. Li and H. Hao, 2010. A new method for progressive collapse analysis of RC frames under blast loading. Eng. Struct., 32: 1691-1703.
CrossRef  |  

Design and power by Medwell Web Development Team. © Medwell Publishing 2024 All Rights Reserved