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  1. natedawg88

    SOLIDSECTION REF. NODE 15543 ... NOT ACTIVE IN THIS MOD

    I had this problem in ABAQUS 6.7.
  2. natedawg88

    SOLIDSECTION REF. NODE 15543 ... NOT ACTIVE IN THIS MOD

    Hey Sara did you happen to solve the problem? I am running into exactly the same issue and am at a loss for what to do. Thanks!
  3. natedawg88

    Response Spectrum Analysis

    I am looking to perform a response spectrum analysis with a given input PSD. However, while I see the option to add a response spectrum in the step menu I have no been able to figure out how to define the input PSD values. Can anyone help me out; I have scoured the help and not been able to...
  4. natedawg88

    Negative Jacobian error message on Modal Analysis

    Sorry. It was simply that the element I had created was skinny enough that one node was outside of the line between two other nodes. This basically created a negative volume in one portion of the shape. Thus, while the overall volume of the elemenet was positive and the nodes were all...
  5. natedawg88

    Negative Jacobian error message on Modal Analysis

    Nevermind. I finally figured it out. Sorry for the inconvience.
  6. natedawg88

    Negative Jacobian error message on Modal Analysis

    Every time I attempt to run a modal analysis on my model I get the error message: * * * E R R O R * * * (WHILE RUNNING ANALYSIS) NEGATIVE JACOBIAN ENCOUNTERED, CHECK ELEMENT CONNECTIVITY AND JOINT COORDINATES FOR ELEMENT 21491 I have checked and this element has 8 points all of which are...
  7. natedawg88

    Steady-State Analysis

    Thanks a lot for your suggestions masomenos. I defined the steady state loading function according to a function that describes force input by the actual shaker that was used on the damn. This is a discontinuous function but SAP2000 seems to have dealt with this just fine when it graphed the...
  8. natedawg88

    Steady-State Analysis

    I am trying to perform a steady-state analysis on a dam model that I have created in SAP and unable to get results that make any sense at all. I am trying to mimic the excitation of the dam with a shaker but when I put a joint load on it of approximately the same input force in the default...

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