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    • Rahul Ponginan

      Please click here for a short but important announcement   03/26/17

      Dear Users Our Commercial and Academic users around the world can use these same forums here as before i.e. the Altair Support Forum , Commercial users from India with solver queries can go to the Solver Forum for India Commercial Users , Academic Users from India and AOC India Participants are requested to go to the Forum for India Academic Users and AOC India Participants , We will be tending to all queries in all the forums promptly as before, thank you for your understanding. 
    • Rahul Ponginan

      ユーザーフォーラムについて   10/22/17

      アルテアエンジニアリングでは、弊社製品や技術について、ユーザー様同士がオンラインで情報交換できる場所を提供しています。 日常業務の中で起こるさまざまな問題の解決や、他ユーザー様との技術交流を図るための場として、お客様の環境に合わせてご活用ください。

loveCAE

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About loveCAE

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    Andorra
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    Yes
  1. in this tutorial, when to set up a fit approach,it require two matrix,one for input,and another for validation, why do this? and when to select the fit mode, the help only says to set the appropriate method, I do not understand this point. whether need I to select the fit method for each above matrix separately? at this point, I think it could not be like that,because the two matrix is in one fit process except we build two fit approachs. for this step, I am frustrated. wish to get some help, thanks in advance! CAE lover
  2. ESLM OPTIMIZATION FOR A CRASH MODEL

    hi! how to calculate the equivalent static loads manually? now i have a lsdyna model, I want to apply this method! could you offer some advices?
  3. Question on ESLM

    how to calculate the equivalent static loads manually according to the dynamic analysis? thanks!
  4. how to cross plot force vs displacemet ?

    not in hyperview, in hypergraph!
  5. I have looked the help, as it mentions the principle. now, if only need to extract the equivalence load from the dynamic analysis, can we do so,and how to do it? thanks!!
  6. ESLM OPTIMIZATION FOR A CRASH MODEL

    thanks a lot!
  7. ESLM OPTIMIZATION FOR A CRASH MODEL

    hi,Rahul R Which version of Hyperworks do the example 51 locates? thanks!
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