midas GTS Release Note midas GTS 2010 v1.1Release ... - CSP Fea

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midasGTSEnhancements midas GTS 2010 v1.1 Release Notes7. Permeability Coefficient RangeModified Contents• Support unlimited permeability coefficient. In V300, the permeability coefficient needed to be greater than1.00E-08.8. Automatic Consideration of Hydrostatic Pressure in 2D and 3D ModelingModified Contents• When the water table lies above the ground surface (e.g. dams) or if it lies outside the model (e.g. floodedexcavation), a line pressure corresponding to the water lying outside the model is added automatically alongthe model boundary to equilibrate the volume pressure load.• Analysis > Analysis case > Nonlinear Static / Construction StageCase 1Case 220 / 34
midasGTSEnhancements midas GTS 2010 v1.1 Release Notes9. Steady state Seepage effects in Stress-seepage semi coupled AnalysisModified Contents• In Stress-Seepage semi-coupled analysis, the results from seepage analysis are automatically accounted forin stress analysis. Unlike V300, there is no need to set a separate function for the ground water level waterin stress analysis to account for seepage analysis results. V1.1 also supports transient Seepage-Stresscoupled analysis. Pore water pressure generated from seepage analysis automatically transfers into stressanalysis.10. Interface / Pile elements in Dynamic AnalysisModified Contents• Interface / Pile elements are supported in analysis types: Eigenvalue, Response Spectrum, Time History(Linear). Note: High order beam elements cannot be used in Dynamic analysis but pile elements can beused in 3D dynamic analysis.21 / 34
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