1. Passive Vibration Control
Boundary Nonlinear Analysis
Viscoealstic Damper
Hysteretic System
Boundary Nonlinear
General Link
General Link
Passive Vibration Control
Base Isolation
Applications
Inelastic Time- History Analysis
Fiber Models
Passive Vibration Control
Miscellaneous
Lead Rubber Bearing
Friction Pendulum System
Base Isolation System

2. Damper-Brace Assembly
General Link – Passive Vibration Control
Damper-Brace Assembly
(Maxwell+Kelvin)
Kelvin(Voigt) Model
Maxwell Model
Boundary Nonlinear
General Link
Passive Vibration Control
Base Isolation
Applications
Passive Vibration Control
Inelastic Time- History Analysis
Fiber Models
Miscellaneous
Viscoealstic Damper
Hook Type Link
Gap Type Link
Hysteretic System

3. General Link – Isolating System
Boundary Nonlinear
General Link
Passive Vibration Control
Base Isolation
Applications
Base Isolation
Inelastic Time- History Analysis
Fiber Models
Miscellaneous
LRB Isolator
FPB Isolator

4. Frequency Domain Function
General Link – Seismic Analysis of the Isolating System
Seismic Isolation Analysis
Boundary Nonlinear
General Link
Passive Vibration Control
Base Isolation
Applications
Isolator : LRB or FPB
Applications
Inelastic Time- History Analysis
Fiber Models
Miscellaneous
Ground Acceleration
Hysteretic Curve of
The Isolator
Time History Graph
Frequency Domain Function

5. Hysteresis Models Yield Surface Properties Boundary Nonlinear
Inelastic Time- History Analysis
Inelastic Hinges
Hysteretic Models
Applications
Hysteretic Models
Fiber Models
Miscellaneous

6. Hysteresis Models - Simplified
Boundary Nonlinear
Inelastic Time- History Analysis
Inelastic Hinges
Hysteretic Models
Applications
Hysteretic Models
Fiber Models
Miscellaneous

7. Hysteresis Models - Degrading
Boundary Nonlinear
Inelastic Time- History Analysis
Inelastic Hinges
Hysteretic Models
Applications
Hysteretic Models
Fiber Models
Miscellaneous

8. Hysteresis Models – Nonlinear Elastic & Slip
Boundary Nonlinear
Inelastic Time- History Analysis
Inelastic Hinges
Hysteretic Models
Applications
Hysteretic Models
Fiber Models
Miscellaneous

9. Hysteresis Models – Properties
Hinge Properties
Inelastic Properties of each component.
Yield Properties
Define Hysteresis Curve by specifying yield strength or stiffness reduction ratio.
Deformation Indexes
Data required for calculating the indexes, which represent the level of deformation of an inelastic hinge
Boundary Nonlinear
Inelastic Time- History Analysis
Inelastic Hinges
Hysteretic Models
Applications
Hysteretic Models
Fiber Models
Miscellaneous

10. Applications Inelastic Time History Analysis of an Extradosed Bridge
Artificial Ground Acceleration
Takeda Model
Boundary Nonlinear
Inelastic Time- History Analysis
Inelastic Hinges
Hysteretic Models
Applications
Applications
Fiber Models
Miscellaneous

11. Applications Result – Hinge Status Boundary Nonlinear
Inelastic Time- History Analysis
Inelastic Hinges
Hysteretic Models
Applications
Applications
Fiber Models
Miscellaneous
Hinge Status
Ductility Factor
Deformation
Force
Status of Yielding

12. Applications Result – Hysteresis Curve of Inelastic Hinges
Boundary Nonlinear
Inelastic Time- History Analysis
Ground Accleration
Inelastic Hinges
Hysteretic Models
Applications
Applications
Fiber Models
Miscellaneous
Hinge Status
Hysteresis Curve
(Rz-Mz)
Hysteresis Curve
(Ry-My)

13. Fiber Models Fiber Material Properties - Concrete Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Properties
Fiber Division
Applications
Miscellaneous
Kent & Park Model

14. Japan Concrete Standard Specification
Fiber Models
Fiber Material Properties - Concrete
Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Properties
Fiber Division
Applications
Miscellaneous
Japan Concrete Standard Specification

15. Japan Roadway Specification
Fiber Models
Fiber Material Properties - Concrete
Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Properties
Fiber Division
Applications
Miscellaneous
Japan Roadway Specification

16. Nagoya Highway Corporation Model
Fiber Models
Fiber Material Properties - Concrete
Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Properties
Fiber Division
Applications
Miscellaneous
Nagoya Highway Corporation Model

17. Trilinear Concrete Model
Fiber Models
Fiber Material Properties - Concrete
Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Properties
Fiber Division
Applications
Miscellaneous
Trilinear Concrete Model

18. Menegotto-Pinto Model
Fiber Models
Fiber Material Properties - Steel
Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Properties
Fiber Division
Applications
Miscellaneous
Menegotto-Pinto Model

19. Fiber Models Fiber Material Properties - Steel Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Properties
Fiber Division
Applications
Miscellaneous
Bilinear Model

20. Asymmetric Bilinear Steel Model
Fiber Models
Fiber Material Properties - Steel
Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Properties
Fiber Division
Applications
Miscellaneous
Asymmetric Bilinear Steel Model

21. Fiber Models Fiber Material Properties - Steel Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Properties
Fiber Division
Applications
Miscellaneous
Trilinear Steel Model

22. Cover Concrete - Unconfined
Fiber Section Division
Fiber Section Division – RC Section
Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Division
Applications
Fiber Division
Cover Concrete - Unconfined
Miscellaneous
Confined Concrete
Reinforcing Steel

23. Fiber Section Division
Fiber Section Division – PSC Section
Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Division
Applications
Fiber Division
Miscellaneous

24. Fiber Section Division
Fiber Section Division – Concrete Filled Section
Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Division
Applications
Fiber Division
Miscellaneous

25. Fiber Section Division
Fiber Section Division – Hollow Steel Section
Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Division
Applications
Fiber Division
Miscellaneous

26. Concrete Material Model
Fiber Model - Applications
Define Fiber Materials & Section Division
Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Fiber Properties
Fiber Division
Applications
Applications
Miscellaneous
Concrete Material Model
Steel Material Model

27. Fiber Section - Application
Result – Fiber Section
Boundary Nonlinear
Inelastic Time- History Analysis
Compression
Fiber Models
Fiber Properties
Fiber Division
Applications
Applications
Miscellaneous
Tension

28. Various Damping Method
Damping Methods for Time History Analysis
Boundary Nonlinear
Inelastic Time- History Analysis
Modal
Mass & Stiffness Proportional
Strain Energy Proportional
Element Mass & Stiffness Proportional
Fiber Models
Miscellaneous
Damping Methods
Multiple Response
Spectrum Analysis
Initial Load for Time History Analysis
Damping Methods
Modal - User defines the damping ratio for each mode.
Mass & Stiffness Proportional - Damping coefficients are computed for mass proportional damping and stiffness proportional damping.
Strain Energy Proportional - Damping ratios for each mode are automatically calculated using the damping ratios specified for element groups and boundary groups.
Element Mass & Stiffness Proportional – Rayleigh Damping ratios are calculated using the damping ratios specified for element groups and boundary groups.

29. Select Interpolation Method of Spectral Data
Response Spectrum Analysis
Multiple Spectrum for Various Dampings
Boundary Nonlinear
Inelastic Time- History Analysis
Fiber Models
Miscellaneous
Damping Methods
Multiple Response
Spectrum Analysis
Initial Load for Time History Analysis
Multiple Response
Spectrum Analysis
Damping Ratio
: 0.02, 0.03 & 0.05
Select Interpolation Method of Spectral Data

30. Initial Load for Time History Analysis
Define Initial Load
Boundary Nonlinear
Inelastic Time- History Analysis
Select Initial Load Case:
Static Loadcase
Construction Stage Loadcase
Time History Loadcase
Fiber Models
Miscellaneous
Damping Methods
Multiple Response
Spectrum Analysis
Initial Load for Time History Analysis
Initial Load for Time History Analysis
Initial Element Force
 Input the element force due to the initial load