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Found 2 results

  1. JL07
    Hello everyone, I am currently working on the design of a building in a seismic region with ETABS. I wanted to know what are your interpretation of the section 12.9.2 of the ASCE 7-10: More precisely, what parameters should I divide by Cd/Ie ? Many thanks
  2. WR1
    What are the code requirements for drift of a basement wall in seismic zone? Lateral earth pressure produces elastic deflections whereas seismic generate inelastic sway (after multiplying elastic by Cd/I in ASCE/IBC). Now how to combine both? and by what combination?
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