Table 4: Result summary for archetypes in performance groups 5 - 8.

PG ID Stories Frame Gravity Load Seismicity SaD(T1) [g] SaC(T1) [g] βRTR SSF SaCA(T1) [g] βTOT PC|SaMCE [%] PC [%] β Pass/Fail
Min Max Min Max Min Max Min Max
5 31 2 A High Moderate (0.15 g) 0.50 1.23 0.33 1.20 1.48 0.43 0.48 5.70 7.84 0.017 0.023 3.50 3.58 pass
32 3 B 0.42 0.88 0.35 1.23 1.09 0.45 0.50 11.16 13.64 0.047 0.060 3.23 3.30 pass
33 3 A 0.39 0.76 0.36 1.26 0.95 0.46 0.51 14.59 17.09 0.068 0.085 3.14 3.20 pass
mean of the group 0.35 1.23 1.17 0.44 0.50 10.48 12.86 0.044 0.056 3.29 3.36 FAIL
6 34 4 A High Moderate (0.15 g) 0.32 0.67 0.34 1.31 0.88 0.44 0.50 8.42 11.27 0.091 0.112 3.05 3.12 pass
35 5 A 0.27 0.55 0.33 1.36 0.75 0.43 0.48 7.59 9.96 0.115 0.140 2.99 3.05 pass
36 6 A 0.25 0.50 0.35 1.37 0.69 0.45 0.50 8.77 11.13 0.101 0.122 3.03 3.09 pass
mean of the group 0.34 1.35 0.77 0.44 0.49 8.26 10.79 0.102 0.125 3.02 3.09 PASS
7 41 2 A High High
(0.40 g)
1.35 3.17 0.29 1.34 4.26 0.40 0.46 3.15 5.30 0.115 0.143 2.98 3.04 pass
42 3 B 1.35 2.81 0.29 1.36 3.83 0.41 0.46 6.00 8.30 0.132 0.164 2.94 3.01 pass
43 3 A 1.35 2.93 0.30 1.37 4.02 0.41 0.47 4.72 7.23 0.100 0.124 3.02 3.08 pass
mean of the group 0.29 1.36 4.04 0.41 0.46 4.63 6.94 0.116 0.144 2.98 3.04 PASS
8 44 4 A High High
(0.40 g)
1.35 3.30 0.25 1.39 4.59 0.37 0.43 1.35 2.85 0.038 0.050 3.29 3.36 pass
45 5 A 1.21 2.57 0.22 1.44 3.71 0.36 0.42 2.35 4.44 0.066 0.084 3.14 3.21 pass
46 6 A 1.04 2.19 0.24 1.47 3.22 0.37 0.43 2.51 4.60 0.108 0.133 3.00 3.07 pass
mean of the group 0.24 1.43 3.84 0.37 0.43 2.07 3.96 0.071 0.089 3.14 3.21 PASS

Note: SaD(T1), SaC(T1), SaAC(T1) are the design, collapse, and adjusted collapse seismic intensity at the dominant period of the structure, respectively; βRTR is the standard deviation of the fragility curve from IDA results; SSF is the spectral shape factor, βTOT is the adjusted standard deviation of the fragility curves considering additional uncertainty sources; PC|SaMCE is the probability of collapse conditioned on Sa(T1) = SaMCE(T1); PC is the probability of collapse over 50 years; β is the reliability index; the pass/fail column includes the result of FEMA P695 based evaluation