I am trying to design a small steel framed (5x5x 6m high) structure to resist a blast loading using time history analysis in Staad.
the blast wave parameter are as follows: Pso (peak pressure) = 80 mbar = 8 kPa, Impulse = 4400 mbar ms = 440 kPams, Duration of blast wave = 110 ms
Please how do I generate a time-force able or time-acceleration table from these parameters