- Add the remaining OpenSees classes
- Organize how the tcl files are written... it could go something like this:
- Initiate Basic Builder
- Nodes
- Materials
- Sections
- Elements
- Shells
- Restraints/Constraints
- Output (Recorders)
- Eigen
- Loading
- Gravity Analysis
- Pushover loading
- Pushover Solution Algorithm
- Number
- System
- Analysis
- Constraint
- Type
- Test
- Algorithm
- Integrator
- Analysis
- Ground Motions
- Dynamic Solution Algorithm
- Other (Anything can be put here... I sometimes like to run a pushover after a dynamic analysis to see if my structure has collapse... others might want to run another ground-motion)
- Solution Algorithms need to be inserted manually or using a helper
- Shorten callout so that it goes like this:
- OpenSeesAPI.
- Analysis.
- Algorithm
- Analysis
- Analyze
- Constraints
- Eigen
- Integrator
- Numberer
- System
- Test
- Node
- Element
- Material.
- UniaxialMaterial
- ND Material
- Section
- BasicBuilder
- Constraint
- Pattern
- TimeSeries
- TCL
- Database
- Output (Recorders)
- Executable
- Misc
- Analysis.
- OpenSeesAPI.