alghossoon Sat, May 10 2014 8:54 AM

Kris Sathia Sun, May 11 2014 9:24 PM

Time history analysis

if i run El-centro earthquacke signal for example the resultant force and displacement will

be calculated for elastic response while we design for seizmic for inelastic stage . so is

there any way to make it inelastic resopnce and if no method for that what is the benifit

of this option in STAAD since we know that all earthquake are exceeding the material

elastic limit to inelastic stage ???

All Responses Answers Only

Non-linear Time History analysis is not available in STAAD.Pro.

  Answer Verified By: alghossoon 

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