ON THE EFFECTS OF CIRCULAR BOLT PATTERNS ON THE ...

5-23 Comparison Of The Predicted Vs. Actual Post-Yield Stiffness Of
The Connection With ±5% Error Envelope For The Category-2
Connections With Square Bolt Pattern ............................................................................................... 106
5-24 Comparison Of The Predicted Vs. Actual Ultimate Rotation Capacity
Of The Connection With ±5% Error Envelope For The Category-2
Connections With Square Bolt Pattern ............................................................................................... 107
6-1 Comparison Of The Hysteresis Of The Connections With Circular
And Square Bolt Pattern, Bd=1¼ in. .................................................................................................. 113
6-2 Comparison Of The Hysteresis Of The Connections With Circular
And Square Bolt Pattern, Bd=¾ in. ..................................................................................................... 114
6-3 Comparison Of The Hysteresis Of The Connections With Circular
And Square Bolt Pattern, Bd=½ in. ..................................................................................................... 115
6-4 Comparison Of The Bolt Forces During Monotonic Loading .............................................................. 118
6-5 Comparison Of The Bolt Forces During Monotonic Loading .............................................................. 119
6-6 Comparison Of The Bolt Forces During Monotonic Loading .............................................................. 120
6-7 Comparison Of The Bolt Forces During Monotonic Loading .............................................................. 121
6-8 Comparison Of The Bolt Forces During Monotonic Loading .............................................................. 122
6-9 Comparison Of The Bolt Forces During Monotonic Loading .............................................................. 123
6-10 End-Plate Deformation Of (a) Tp1-Bd1¼-d30-CIR And (b) Tp1-
Bd1¼-d30-SQR .................................................................................................................................. 124
6-11 End-Plate Out Of Plain Deformation Contour Of (a) Tp1-Bd1¼-d30-
CIR And (b) Tp1-Bd1¼-d30-SQR ....................................................................................................... 125
6-12 Comparison Of The Bolt Forces During Cyclic Loading, And
Corresponding Story Drift. .................................................................................................................. 127
6-13 Comparison Of The Bolt Forces During Cyclic Loading, And
Corresponding Story Drift. .................................................................................................................. 128
6-14 Comparison Of The Bolt Forces During Cyclic Loading, And
Corresponding Story Drift.. ................................................................................................................. 129
6-15 Comparison Of The Bolt Forces During Cyclic Loading, And
Corresponding Story Drift.. ................................................................................................................. 130
6-16 Comparison Of The Bolt Forces During Cyclic Loading, And
Corresponding Story Drift.. ................................................................................................................. 131
6-17 Comparison Of The Bolt Forces During Cyclic Loading, And
Corresponding Story Drift. .................................................................................................................. 132
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