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Abraham kefelegn

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  • Gender
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    Addis Ababa,Ethiopia
  • University
    Addis Ababa science and Technology university
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    Student
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    Research

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  1. Why Non-Zero Time-History Function Value will be Ignored at start of Load case in ETABS?
  2.  

     

    plz help me I can't correct it.

    BASIC STABILITY CHECK FOR LINEAR LOAD CASES:
        NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
        (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY,
         SUCH AS REVIEWING EIGEN MODES FOR MECHANISMS AND RIGID-BODY MOTION)

        NUMBER OF NEGATIVE EIGENVALUES         =           7
     

    G+6UNDUMPED ETABS19.0.0 UNDamped-2013 - Copy.EDB

  3. there are error on may model after running analysis is there any body who can solve it this problem? G+6UNDUMPED ETABS19.0.0 Damped -.EDB
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