Analysis of Blast Resistant Structure (TNT Storage Case Study)

Majdi EL. Mukhtar, Abdelmonim A. Haroun
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Abstract

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.  
防爆结构分析(TNT仓库案例研究)
爆炸会对建筑物的结构产生极端而独特的载荷,并可能对建筑物的结构元件造成广泛的破坏。防爆结构的设计为建筑物提供结构完整性和可接受的安全水平。先前的研究表明,一些结构系统可以大大增加对爆炸的保护。讨论了TNT荷载下框架钢筋混凝土储存库的受力性能。利用参考(UFC)-3-340-02[1]公式计算压力结果,并研究了平均峰值反射压力接近5000 Psi。CSI-ETABS软件三维模型表明,案例研究的结构体系在0.5吨TNT内重装药下不安全。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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