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Found 6 results

  1. Assalaam o Alliakum everyone, I was wondering if someone could refer me some guide/learning material/book/video tutorials to design building by applying response spectrum analysis in ETABS. I am designing a building with extreme torsional irregularity. Seismic Design Category is D and T<3.5T_s...
  2. Anyone can guide me through the Code & Standards that are required for Design of Bridges?
  3. I was browsing through my archives are noticed a bunch of articles written by NICEE (National Information Centre of Earthquake Engineering (NICEE) was established in IIT Kanpur with the mandate to empower all stakeholders in the building industry in seismic safety towards ensuring an earthquake resi...
  4. Dear colleagues, The following article describes some of the most common errors, we may make while carrying out seismic design in accordance with ASCE 7-10 and IBC 2012. It also guides us how to avoid these errors in our future designs. http://www.structuremag.org/wp-content/uploads/2015/08/C-S...
  5. 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.
  6. Salam How ductility of a beam section (t or rectangular) is effected by reinforcement ratio? i know the concept of rho(balance), rho(min) and rho(max), my question is about ductility design and reinforcement ratio!!!
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