Building Information Model
Class Name
- RBuildingInformationModel
Location in Objects Pane
- Models > Model > Infrastructure > Building > Building Information
Model Description
Model Form
DDM sensitivities
Properties
Object Name
- Name of the object in Rt
- Allowable characters are upper-case and lower-case letters, numbers, and underscore (“_”).
- The name is unique and case-sensitive.
Display Output
- Determines whether the model is allowed to print messages to the Output Pane.
Region
- Region of the building (Iran, US)
Location
Time of Construction
- A time object signifying the construction time
Construction Quality
- The quality of construction (Superior, Ordinary, or Inferior)
Load Bearing System
- List of the types of Load bearing systems
Material
- List of the types of materials used in building construction
Number Of Storeys
- Number of storeys with the same storey area
Height Of Storeys
- Height of storeys with the same storey area
- Area of the storeys specified above
Occupancy Type
- List of the building occupancy classifications
Plan Shape
- List of the types of plan shapes
Plan Irregularity
- \({I_{PI}}\) = Plan irregularity
Vertical Irregularity
- \({I_{VI}}\) = Vertical irregularity
Soft Storey
- \({I_{SS}}\) = Soft storey
Opening
Short Column
- \({I_{SC}}\) = Short column
Pounding
Retrofitted
- Determines whether the building is retrofitted or not.
Basement
- Determines whether there is a basement in building or not.
Balcony
- Determines whether there is a balcony in building or not.
Read-only Properties
Prototype
- Prototype according to the chosen Load Bearing System and Material
Code Level
- Code level adopted with the combination of properties
Height
- The height of the building
Total Area
- Total area of the building
Output
- This model does not generate any responses.
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References
- Mahsuli, M., Haukaas, T. (2013) “Seismic risk analysis with reliability methods, part I: Models,” Structural Safety, 42, pp. 54-62 (DOI)
- Mahsuli, M., Haukaas, T. (2013) “Seismic risk analysis with reliability methods, part II: Analysis,” Structural Safety, 42, pp. 63-74 (DOI)