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Found 6 results

  1. Hello All, Just wanted to know i have shake table data in terms of Time Acceleration and Time Displacement from a specific ground acceleration, i wanted to know how can i convert that data to Response Spectrum so that i can evaluate for different structure having different time periods, as far as i know i need to solve equation of motion somehow , anyone having knowledge regarding it can forward me literature or any kind of would be really appreciated, Thanks
  2. from where to specify in etabs 2015 whether our time history function is using velocity displacement or acceleration data file
  3. Hi, can someone advice me about time history analysis, when we should use response spectrum and when to use a time history analysis whether it depend on the building height? the building seismic design category or? I'm very appreciete if someone willing to advice Thanks
  4. Hi, can someone advice me about time history analysis, when we should use response spectrum and when to use a time history analysis whether it depend on the building height? the building seismic design category or? I'm very appreciete if someone willing to advice Thanks
  5. What is the difference between Linear and Non Linear Analysis..............What are the advantages of Non Linear Analysis.........Why do we need Non Linear Analysis........Can anybody explain????
  6. Is it fine to have time history analysis project at under grad level?one of my friends suggested to choose some high rise buildings in islamabad nd perform time history analysis and comparison ?is it fine?
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