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  1. shloktanmay

    Changing value of E at every step in static general steps

    Hello All, I am working on a soil stiffness degradation model in which it is required to change the stiffness of soil after every cycle of load.I am using *field keyword to do that but the solution is not converging after 8 steps. What corrections should I make to get the convergence. I am...
  2. shloktanmay

    SACS Analysis for tower modelled as a 2d frame and truss

    Hello all, I am new to SACS and working on a project where I have to analyze a tower by modelling 2d truss. I have tried the model in figure by defining fixity as 202000 but I am not getting expected natural frequency. Please help me out for fixities in this figure. thanks in advance
  3. shloktanmay

    Problem regarding Fixities of joint while modelling in SACS

    we are working to model a offshore jacket structure assuming a 2d model. we want our model to be free in translation in x and y and rotation in z at all joints except the fixed end of legs. we assign fixities as 002220 of joints but it is not giving expected results. please help us about this...
  4. shloktanmay

    Applying cyclic loading in DIRECT CYCLIC step

    Hi yaston4, I am also having the same doubt regarding how to define number of cycles and I am not able to understand what sdebock told you. Please help me out on number of cycles...Thank you

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