This feature is useful when changing the properties (material) of a particular element in a model and conducting the analysis to compare results. The notable example is the Ko parameter analysis. For example, when conducting the tunnel excavation construction step analysis, comparing the analysis results by changing the coefficient of earth pressure (Ko) value as 0.5, 1, 1.5 in stages, the model is not separated and only the property is added for analysis. Changing various conditions, not only ground materials but also structural characteristics (section characteristics), is possible for iterative calculations and all outcomes can be compared at once.
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