midas gts v250新增功能英文介紹
DESCRIPTION
GTS 新增功能介紹介面元素空間函數樁單元邊坡穩定分析 等等TRANSCRIPT
Geotechnical and Tunnel Analysis System
MIDAS Information Technology Co., Ltd.
midas GTS V251 Enhancements
midas GTS V251 Enhancements
MIDAS Information Technology Co., Ltd. [2/ 2]
midas GTS V251 We Analyze and Design the Future
Enhancements GTS V251 Enhancements
11 Slope Stability Analysis by Limit Equilibrium Method
22 Parametric Study Wizard
33 Pile Tip Bearing Element
44 Auto Load Step
55
66 and much more…
Elasto Plastic Truss
MIDAS Information Technology Co., Ltd. [3/ 3]
midas GTS V251 We Analyze and Design the Future
Enhancements Slope Stability Analysis by Limit Equilibrium Method
Slope Stability Analysis
Analyzes the overall behavior of slope failure phenomenon
Limit Equilibrium Method (New additional method)
Shear Strength Reduction Method
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midas GTS V251 We Analyze and Design the Future
Enhancements
Define Slip Surface
Polygonal Slip Surface
FoS found by Circular Surface
Slope Stability Analysis by Limit Equilibrium Method
FoS found by Polygonal Surface Circular Slip Surface
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midas GTS V251 We Analyze and Design the Future
Enhancements
Ko = 0.5 Ko = 1.0 Ko = 1.5
An example of parametric study
Results from various materials for embankment
Parametric Study Wizard
Parametric Study Wizard
Helps analyze a single model file with various material parameters
Reflects the behavioral difference due to change in material
parameters
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midas GTS V251 We Analyze and Design the Future
Enhancements
Sphere-type contour plot at tip of each pile
Pile Element Pile surface Friction
Pile Tip Bearing Element Tip Bearing
Accurate Behavior of a Pile
Pile Tip Bearing Element
Helps simulate an accurate behavior of a Pile
An additional feature for Pile Element
Pile Tip Bearing Element
MIDAS Information Technology Co., Ltd. [7/ 7]
midas GTS V251 We Analyze and Design the Future
Enhancements
Auto Load Step
Additional feature for highly nonlinear
analysis models Assigning the optimized load step
based on the rate of convergence
Automatic Speed-Up and Cut – Back
Factors
Auto Load Step
MIDAS Information Technology Co., Ltd. [8/ 8]
midas GTS V251 We Analyze and Design the Future
Enhancements Truss & Plate with von Mises elasto-plastic model
e
s
sy
sy
E
E
E
Von Mises Stress-Strain Relation
Nonlinear Behavior of Truss Element
Yield Stress Input dialog box for Plate Element
Truss & plate with von Mises elasto-plastic model To simulate the actual behavior of a model at its ultimate state
Implementation of von Mises elastic – perfectly plastic criterion
MIDAS Information Technology Co., Ltd. [9/ 9]
midas GTS V251 We Analyze and Design the Future
Enhancements Material Dialog Box
Elastic Model Transversely Isotropic Model
Intuitive Material Parameter Definition
Automatic material parameters controller Automatically enables and disables the required material parameters for the
selected material model
MIDAS Information Technology Co., Ltd. [10/ 10]
midas GTS V251 We Analyze and Design the Future
Enhancements Generalized Space Function
Variation in X-axis
Variation in Y-axis
Variation in Z-axis
Load Equation
Generalized Space Function
Enables to consider variation of loads in Space Load Variation can be easily defined with
respect to GCS/LCS in 3D Space
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midas GTS V251 We Analyze and Design the Future
Enhancements
Output Coordinate System Selection
Element Coordinate System of Plate
Plate Output Coordinate System
Plate Output Coordinate System Enables to present Plate Element Results in different Coordinate Systems
x
y
z
x
yz
Projection
Output coordinate system
Element coordinate system
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midas GTS V251 We Analyze and Design the Future
Enhancements
Shell Interface Element Considers Nonlinear Behavior between Lining Segments
Shell Interface Element
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midas GTS V251 We Analyze and Design the Future
Enhancements
Shell Interface Element Automatic assigning option for T and X intersections
Shell Interface Element
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midas GTS V251 We Analyze and Design the Future
Enhancements
Pore water pressure varies by stages
Multiple Water Level Input for each Construction Stage
Multiple Water Level Input for each Construction Stage Intuitive Input dialog box in Construction Stage definition
Variation of Water Levels per Construction Stage can be separately defined
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midas GTS V251 We Analyze and Design the Future
Enhancements
Supported Image Formats: PNG, JPG & BMP
Save Result Image Files
Save Result Image Files Saves analysis result images automatically
Full control on selective result components
MIDAS Information Technology Co., Ltd. [16/ 16]
midas GTS V251 We Analyze and Design the Future
Enhancements Display of Internal Forces of Solid Element
Display of Internal Forces of Solid Element Intuitive control from General Analysis Control box
Generates internal forces of solid elements with existing result components
Geotechnical and Tunnel Analysis System
MIDAS Information Technology Co., Ltd.
midas GTS V251 Enhancementsmidas GTS V251 Enhancements