Anti-Impact Performance Enhancement of Two-Way Spanning Slab through the Implementation of Steel Trussed Bars

Figure 4

Findings from the control specimen acquired via instrumentation deployed within the experimental configuration. (a) Acceleration-time profile during the initial drop. (b) Acceleration-time profile upon total failure. (c) Temporal evolution of strain in bottom primary steel. (d) Temporal evolution of strain in primary top steel.

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(b)

(c)

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