Predicted Lateral Response of Finished Cold-formed Steel Framed Wall-lines with Steel Sheet Sheathed Shear WallsJan 1, 2026·Z. ZhangAmanpreet SinghM. S. SpeicherK. D. PetermanT. C. HutchinsonB. W. Schafer· 1 min read CiteTypeJournal articleStatus: In PreparationLast updated on Jan 1, 2026 AuthorsAmanpreet Singh (he/him)Structural Engineer/Researcher ← Functional Recovery, Loss and Risk Assessment of a 10-story Cold-formed Steel Building under Seismic and Fire Loading Jan 1, 2026Stability assumptions in numerical modeling of cold-formed steel-framed buildings under seismic loading Apr 1, 2025 →