International Journal of Concrete Structures and Materials

Table 6 Displacement comparison.

From: Numerical Analysis of the Effect of Afterburning on Damage to the Concrete Structure Under Interior Explosion

Position		Maximum (mm)	Final (mm)
No Afterburn	Top center	149.5	103.6
No Afterburn	Right center	146.9	97.4
Afterburn	Top center	217.0	210.2
Afterburn	Right center	216.7	194.7

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