Research Article

Analytical Analysis of Seismic Behavior of Cold-Formed Steel Frames with Strap Brace and Sheathings Plates

Table 8

The evaluated seismic parameters of sheeting walls ( ).

Specimen Thickness (mm)1-side2-side

DFP
12.52.411.952.043.991.621.502.363.53
152.061.772.243.961.541.442.653.82
17.51.831.632.423.951.421.362.823.83
201.491.412.603.661.311.273.043.87

OSB103.062.261.804.071.971.711.973.38
12.52.672.081.944.041.831.632.243.65
152.381.942.184.231.721.562.564.00
17.52.081.782.344.161.611.492.744.08
201.701.552.533.921.491.412.924.11

CSP103.522.461.684.132.181.831.923.52
12.53.082.271.894.292.041.752.334.09
152.642.072.094.321.861.652.444.02
17.52.311.902.244.261.791.612.664.27
201.881.662.454.071.651.522.784.22

GWB104.062.671.544.112.572.031.683.42
12.53.552.471.734.272.281.892.013.79
152.862.172.024.392.091.782.885.14
17.52.481.992.164.301.921.692.514.23
202.021.742.304.011.771.592.654.22