01 Hyper-S Analysis Engine
Selective Analysis
Easy Boundary Condition Changes
Geometric & Material Nonlinearity per Load Case
Dedicated Workspace for Time History Analysis
Geometric & Material Nonlinear Analysis for Construction Stage
Buckling Analysis During Construction Stages
Results Available Even After Abnormal Termination
Major Algorithm Improvements in Hyper-s Engine
02 Virtual Beam Design
Virtual Beam Design Capability
03 Localization for New Markets
Localized UI and Design Reports for New Market Expansion
04 Enhanced Design Code Support
AASHTO LRFD 2024 Implementation
Enhanced Localization for Australia & New Zealand
Enhanced Localization for Malaysia
Enhanced Localization for Canada
Enhanced Localization for Brazil
05 Enhanced Seismic Analysis
Fiber Hinge Support for Pushover Analysis
Enhanced Pushover Curve design spectrum
Point Spring Support added to Inelastic Hinge Properties
06 Enhanced Railway Bridge Capabilities
Expanded Rail-Structure Interaction Capabilities
07 Improved Modeling Productivity
Tracing-Based Modeling
Refined Element Type Classification for More Intuitive Local Axis Definition
Customization of Message Window and Toolbar
08 Performance Improvements
Performance Improvement
File Open/Save speed
File Open Error Skip System
View Selection
View Performance Expansion
Result Table Performance and Active Dialog Improvement
09 Convergence & Advanced Analysis Control
Numerous convergence-related options added to Main Control
Enhanced Convergence Control for Non-linear CS Analysis
Added convergence-related options for Heat of Hydration
Enhanced Control for Time History Analysis: New Time Integration Option and Refined Convergence Criteria
Enhanced Pushover Analysis Controls and Convergence Options
Added multi-processor and equation solver options in Analysis Option
Improved Lumped Mass Options in the Structural Type settings
10 Property Separation for Selective Analysis
Separated Inelastic Hinge Properties for General Links
Independent Output Control Section in Time History Global Settings
Automatic Fiber Section Generation with Dedicated Inelastic Material Link