Nuevo GTS-NX 2020 v1.1

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1. Analysis
1.1 Partial factor based on EuroCode (2D only)
1.2 Virtual Beam
1.3 Considering Elastic Zone from Pile Element
1.4 Improvement of Jointed Rock Mass
1.5 PM4Sand
1.6 Rayleigh Damping Stiffness
1.7 Pretension Type(Multi-Stage Prestressing)
1.8 Improvement of Mode Combination with Sign

2. Pre/Post Processing
2.1 Phreatic Line/Face
2.2 Estimate Unsaturated Property
2.3 SRC Section DB
2.4 Automatically Calculation of H Section
2.5 Control the Artificial Earthquake
2.6 Improvement of Loft Function
2.7 Label Location of Dynamic Nodal Load
2.8 Improvement of Stage Bar from Post
2.9 Improvement of Prescribe Strain (Volumetric Strain)
2.10 Improvement of Applying LDF
2.11 Words Amendment from Plastic Hardening Function
2.12 The Output of 2D Equivalent Linear Analysis
2.13 Mining Model Converter

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