Functional Recovery, Loss and Risk Assessment of a 10-story Cold-formed Steel Building under Seismic and Fire LoadingJan 1, 2026·Amanpreet SinghT. C. HutchinsonB. W. Schafer· 1 min read CiteTypeJournal articleStatus: In PreparationLast updated on Jan 1, 2026 AuthorsAmanpreet Singh (he/him)Structural Engineer/Researcher ← Evolution of Modal Characteristics and Model Comparison for a 10-Story Cold-Formed Steel Framed Building under Seismic Excitation Jan 1, 2026Predicted Lateral Response of Finished Cold-formed Steel Framed Wall-lines with Steel Sheet Sheathed Shear Walls Jan 1, 2026 →