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
- HAZUS Earthquake Methodology - Power
 - 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
 
 
 - FEMA P-58 2nd Edition
 - Hazus Earthquake Methodology - Transportation
 - SimCenter Hurricane Wind Component Library
 
 - Repair Consequence Models