Performance of Continuous Tie-Rod Systems within a 10-Story Cold-Formed Steel Shake Table Tested BuildingJul 1, 2026·J. ZhangM. M. EladlyA. SinghF. Cyizere RukundoJ. KarnsH. JonesB. W. SchaferT. C. Hutchinson· 0 min read Source CiteTypeConference paperPublicationProceedings of the 13th National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Portland, OR.Last updated on Jul 1, 2026 AuthorsAmanpreet Singh (he/him)The University of Texas at Austin ← Development of Nonstructural Fragility Models Using an Expanded Research Database Jul 1, 2026Pre-Test Assessment of a Ten-Story Cold-Formed Steel-framed Building under MCEᵣ-Level Ground Motions Jul 1, 2026 →