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Found 3 results

  1. Hamza Ahmad
    AOA Fellows. Can we perform RSA on two story building have vertical irregularity in zone-2? What should be the preference of desinger, shear wall to avoid it or go for RSA ?
  2. Dr. of Engr.
    May I ask how can I apply the vertical component of earthquake in response spectrum analysis in ETABS with the ACI, UBC, or ASCE code? Also, do I have to apply the redundancy factor for Response Spectrum Analysis?
  3. WR1
    Dear all, 1. Do we need to scale Time History Records for Linear analysis? Like we do in RSA? 2. How can we model a damper staying in linear analysis domain? as I am working a tall building for which I am not interested to go Non-Linear domain as this is part of my masters dissertation.
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