• Vertical component of seismic load - NBCC

    Dear All, I am trying to consider vertical component of seismic load using National building code of Canada NBCC. I assume 70% of acceleration is vertical direction (see below), but I am getting errors. I would appreciate if you tell me where is the…
  • UNDERGROUND STRUCTURE ANALYSIS

    I am performing a dynamic analysis (Response Spectrum) for a Structure with 2 basement levels. I have some queries regarding the use of STAAD commands to model the soil - structure interaction. Results of static and dynamic analysis are…