Earthquake Loss Estimation Methods for Welded Steel Moment‐Frame Buildings

This paper describes procedures that may be used by experienced structural engineers to develop earthquake damage and related loss functions for welded steel moment‐frame (WSMF) buildings. The damage and loss functions are based on and compatible with the loss estimation methods of HAZUS , a technology developed by Federal Emergency Management Agency (FEMA) for assessing regional impacts of earthquakes. The loss estimation procedures were developed by the SAC Steel Program as described in SAC Joint Venture Topical Report SAC/BD‐99/13 . These procedures form the basis for Appendix B of FEMA‐351 , Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment‐Frame Buildings . The procedures for developing damage and loss functions for WSMF building response are general in nature and applicable to WSMF buildings designed to different seismic criteria and having different connection details. Default values of damage and loss function parameters are provided for typical 3‐story, 9‐story, and 20‐story WSMF buildings, designed for Los Angeles, Seattle, or Boston seismic criteria and having pre‐Northridge, post‐Northridge, or damaged pre‐Northridge connection conditions.