Open AccessAnalysis of Blast Resistant Structure (TNT Storage Case Study)
Author(s) -
Majdi El. Mukhtar,
Abdelmonim A. Haroun
Publication year - 2019
Publication title -
deleted journal
Language(s) - English
Resource type - Journals
ISSN - 1858-7313
DOI - 10.52981/fjes.v9i1.639
Subject(s) - structural integrity , structural engineering , reinforced concrete , structural system , environmental science , materials science , engineering
The explosions produce extreme and unique loading on structures and can cause widespread damage to the building’s structural elements. Design of blast resistant structures provides structural integrity and acceptable levels of safety for buildings. The previous studies show that some structural systems could provide substantial increase in protection against blasts. This paper discussed the behavior of TNT loaded storage (a framed reinforced concrete (. the results of calculated pressure Using Reference (UFC)-3-340-02 [1] Equation and investigated that the average peak reflected pressure close to 5000 Psi. CSI-ETABS Software 3D model shows that the structural system of case study unsafe under 0.5 tons of TNT internal weight charge.