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  • Users: mniki2007
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  1. mniki2007

    Different result obtained from spectrum and transient analysis

    hi dears: I have a structure and do two seismic analyses with it. 1-spectrum analysis 2-transient analysis But the thing that is very strange is different result obtained from them. Stress, nodal displacement, and ......are different. I expect that at least nodal displacement at top of...
  2. mniki2007

    solid 65 input data

    hi my dear freinds i want to see crack in solid65 element and describe a tbdata like this : TBDATA,1,0.25,0.25,0.1E6,7E6 IS it correct? i mean that do i describe tensile strenght like this? strenght of my concrete material is 0.1Mpa. thanks regard
  3. mniki2007

    how to describe load step after using D command in transient analysis?

    Hi every body I had 1560 acceleration versus time data(ELCENTRO EARTHQUAKE DATA) and I wanted to do a transient analysis, after I saw more topics about seismic and transient analysis I understand that I have to convert my acceleration data to displacement so I use *VOPER and INT2 commands to do...

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