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Found 2 results

  1. Iftikhar Hussain
    Would it be possible to model concrete member reinforced with FRPs bars (i.e. GFRP, CFRP OR BFRP)? and also guide could we import "section model" or " FRP model" file(matlab ) TO ETABS for analysis? i have read somewhere on CSI Web that the only option is its equivalent modeling in such way that extra steel bars used in beam to model the glass fiber as a replacemt of FRP to incresea the beam strength? is it possible to do so. S
  2. Iftikhar Hussain
    Would it be possible to design concrete structure in ETABS reinforced with FRPs rather than steel bars?
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