Damage and Loss Model Library
Welcome to the Damage and Loss Model Library (DLML), a curated, open-source repository of standardized model parameters and metadata for quantifying the impact of natural hazard events on the built environment.
This library is a project from the NHERI SimCenter designed to address a critical gap in natural hazards engineering: the lack of a centralized, standardized, and easy-to-use repository for damage and loss models. The DLML provides the essential data—model parameters, descriptive metadata, and configuration files—that power natural hazard risk assessment simulations.
Key Features:
Standardized Data Schema: A robust yet flexible schema for organizing models by hazard, asset type, and resolution
Rich Metadata & Clear Citations: Every model is paired with detailed metadata and clear citations to original sources
Broad & Inclusive Collection: Growing collection from industry standards like FEMA P-58 and FEMA Hazus to peer-reviewed research models
Automated Documentation: User-friendly documentation with model descriptions, parameter tables, and fragility/consequence function plots
Model Coverage:
The library includes comprehensive model collections for seismic, hurricane, and flood hazards, covering buildings, infrastructure networks, and individual components from sources including FEMA P-58, FEMA Hazus, and peer-reviewed academic research.
Documentation
- About
- Release Notes
- Damage Models
- FEMA P-58 2nd Edition
- Hazus Earthquake Methodology - Buildings
- GF - Geotechnical Failure
- LF - Lifeline Facilities
- LF.W1 - Wood, Light Frame
- LF.W2 - Wood, Commercial & Industrial
- LF.S1 - Steel Moment Frame
- LF.S2 - Steel Braced Frame
- LF.S3 - Steel Light Frame
- LF.S4 - Steel Frame with Cast-in-Place Concrete Shear Walls
- LF.S5 - Steel Frame with Unreinforced Masonry Infill Walls
- LF.C1 - Concrete Moment Frame
- LF.C2 - Concrete Shear Walls
- LF.C3 - Concrete Frame with Unreinforced Masonry Infill Walls
- LF.PC1 - Precast Concrete Tilt-Up Walls
- LF.PC2 - Precast Concrete Frames with Concrete Shear Walls
- LF.RM1 - Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms
- LF.RM2 - Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms
- LF.URM - Unreinforced Masonry Bearing Walls
- LF.MH - Mobile Homes
- NSA - Non-Structural Acceleration-Sensitive
- NSD - Non-Structural Drift-Sensitive
- STR - Structural
- STR.W1 - Wood, Light Frame
- STR.W2 - Wood, Commercial & Industrial
- STR.S1 - Steel Moment Frame
- STR.S2 - Steel Braced Frame
- STR.S3 - Steel Light Frame
- STR.S4 - Steel Frame with Cast-in-Place Concrete Shear Walls
- STR.S5 - Steel Frame with Unreinforced Masonry Infill Walls
- STR.C1 - Concrete Moment Frame
- STR.C2 - Concrete Shear Walls
- STR.C3 - Concrete Frame with Unreinforced Masonry Infill Walls
- STR.PC1 - Precast Concrete Tilt-Up Walls
- STR.PC2 - Precast Concrete Frames with Concrete Shear Walls
- STR.RM1 - Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms
- STR.RM2 - Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms
- STR.URM - Unreinforced Masonry Bearing Walls
- STR.MH - Mobile Homes
- Hazus Earthquake Methodology - Buildings
- GF - Geotechnical Failure
- LF - Lifeline Facilities
- LF.W1 - Wood, Light Frame
- LF.W2 - Wood, Commercial & Industrial
- LF.S1 - Steel Moment Frame
- LF.S2 - Steel Braced Frame
- LF.S3 - Steel Light Frame
- LF.S4 - Steel Frame with Cast-in-Place Concrete Shear Walls
- LF.S5 - Steel Frame with Unreinforced Masonry Infill Walls
- LF.C1 - Concrete Moment Frame
- LF.C2 - Concrete Shear Walls
- LF.C3 - Concrete Frame with Unreinforced Masonry Infill Walls
- LF.PC1 - Precast Concrete Tilt-Up Walls
- LF.PC2 - Precast Concrete Frames with Concrete Shear Walls
- LF.RM1 - Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms
- LF.RM2 - Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms
- LF.URM - Unreinforced Masonry Bearing Walls
- LF.MH - Mobile Homes
- NSA - Non-Structural Acceleration-Sensitive
- NSD - Non-Structural Drift-Sensitive
- STR - Structural
- STR.W1 - Wood, Light Frame
- STR.W2 - Wood, Commercial & Industrial
- STR.S1 - Steel Moment Frame
- STR.S2 - Steel Braced Frame
- STR.S3 - Steel Light Frame
- STR.S4 - Steel Frame with Cast-in-Place Concrete Shear Walls
- STR.S5 - Steel Frame with Unreinforced Masonry Infill Walls
- STR.C1 - Concrete Moment Frame
- STR.C2 - Concrete Shear Walls
- STR.C3 - Concrete Frame with Unreinforced Masonry Infill Walls
- STR.PC1 - Precast Concrete Tilt-Up Walls
- STR.PC2 - Precast Concrete Frames with Concrete Shear Walls
- STR.RM1 - Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms
- STR.RM2 - Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms
- STR.URM - Unreinforced Masonry Bearing Walls
- STR.MH - Mobile Homes
- HAZUS Earthquake Methodology - Power
- Hazus Earthquake Methodology - Transportation
- SimCenter Hurricane Wind Component Library
- Repair Consequence Models