Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets Page: 53
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However, it would be safer to perform another performance evaluation based on the fair
uncertainty ratings. Table 6.4 summarizes the results of performance evaluation based on the fair
uncertainty ratings. All individual values of adjusted collapse margin ratio (ACMR) for each index
archetype within a performance group exceeded the corresponding ACMR20% value. However, the
average value of adjusted collapse margin ratio (ACMR) for each performance group failed to
exceed the corresponding ACMR10% value.
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Lan, Xing. Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets, thesis, August 2017; Denton, Texas. (https://digital.library.unt.edu/ark:/67531/metadc1011859/m1/61/: accessed May 22, 2019), University of North Texas Libraries, Digital Library, https://digital.library.unt.edu; .