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  1. daniel8892

    PUSHOVER ANALYSIS by STATC GENERAL (URGENT)

    Hi, I am currently running a pushover analysis with different axial load apply on the structure with a constant displacement of 65 mm. I have getting same error such as too many attempt made for this increment and time increment is less than minimum specified. I have search for solution for the...
  2. daniel8892

    PUSHOVER ANALYSIS by STATC GENERAL (URGENT)

    Hi, I am currently running a pushover analysis using static general with displacement of 65mm and various axial load as my project is about the effect of axial load in the column by performing pushover analysis. I have tried so many times since past 6 weeks and searched for solution including...
  3. daniel8892

    Lateral Force Vs Displacement Graph

    HI, I have analysed post buckling analysis on Steel Plate Shear Wall based on different yield stress using RIKS (displacement) and General (yield stress) both statics. I have obtained the data and plotted Lateral Force vs Displacement graph. However, from the graph it have shown the force is...
  4. daniel8892

    Error on Non-linear Analysis (RIKS)

    Hi, I am currently running post-buckling analysis to investigate the behaviour of axial load applied on double storey steel plate shear wall . The "step" of structure are Static,General(Step 1) and Static, RIKS (Step 2)with 3 boundary conditions which are fixed restraint (initial) at the bottom...
  5. daniel8892

    Plotting graph

    Thanks and appreciate
  6. daniel8892

    Plotting graph

    Hi, I am new to ABAQUS CAE. I currently want to plot the graph for force vs displacement. To plot the graph, I need to sum all the reaction force and displacement by obtaining the value from the table in ABAQUS then transfer to EXCEL to plot the force vs displacement. Therefore I am wondering...
  7. daniel8892

    Analysis of SPSW

    Hi, I am new to ABAQUS CAE and currently analyzing a post buckling analysis on steel plate shear wall (SPSW) based on various axial load such as 10% Ncy to 100% Ncy on column only. Before post buckling analysis, I have performed buckling analysis and obtained the FIL file. As a result, my post...

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