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International Journal of Concrete Structures and Materials

Table 3 Maximum displacement at girder

From: Blast Response Simulation of the Alfred Murrah Building Reinforced by Use of HPFRCC

Model

Displacement of 3rd floor

Displacement of 4th floor

Model 1

Fail

0.144 m

Model 2

Fail

0.152 m

Model 3

Fail

0.145 m

Model 4

0.053 m

0.176 m

Model 5

0.057 m

0.203 m

Model 6

0.053 m

0.099 m

Model 7

0.059 m

0.090 m

Model 8

0.060 m

0.092 m

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