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ON THE EFFECTS OF CIRCULAR BOLT PAT
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ACKNOWLEDGMENTS I would like to exp
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elements during monotonic and cycli
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3.2.3.1.2 Surface Preparation .....
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APPENDIX ..........................
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3-15 Configuration Of Extended End-
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5-10 Comparison Of The Predicted Vs
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6-18 End-Plate Deformation Of (a) T
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6-4 Energy Dissipation Percentage V
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(a) (b) (c) . Figure 1-1 Failure Mo
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noticeable. Among those, Asteneh-as
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phenomenon will decrease the bolt-f
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Douty and McGuire [3] (1965) conduc
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Tsai and Popov [33] performed three
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plate moment connection can be use
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during moderate earthquake excitati
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Gebbeken et al.[56] used the finite
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load overcomes the pretension force
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Figure 2-3 Tension Angle Free-Body
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CHAPTER 3 3. EXPERIMENTAL INVESTIGA
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compared with results collected fro
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Figure 3-5 Deformed Shape Of The T-
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head. Two varnished copper wires we
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- Page 83 and 84: CHAPTER 5 5. DEVELOPMENT OF HYSTERE
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- Page 116 and 117: (ksi) Figure 5-11 Comparison Of The
- Page 118 and 119: (ksi) Figure 5-14 Comparison Of The
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- Page 122 and 123: M e . .t . .A . .S . (5-25) The p
- Page 124 and 125: (Drift %) 2.5% 2.0% 1.5% 1.0% 0.5%
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- Page 134 and 135: pattern, Tp1½-Bd1¼-d30-CIR, Figur
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- Page 138 and 139: a) Tp½-Bd½-d30-CIR 25 Bolt Force
- Page 140 and 141: a) Tp¾-Bd¾-d30-CIR 60 Bolt Force
- Page 142 and 143: In general, the end-plate contour l
- Page 144 and 145: a) Tp½-Bd1¼-d30- 140 Bolt Force (
- Page 146 and 147: a) Tp1½-Bd1¼-d30- 140 Bolt Force
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a) Tp1½-Bd½-d30- 25 Bolt Force (k
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6.6 Effect Of The End-Plate Deforma
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Circular Bolt Pattern Square Bolt P
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The contour lines presented in Figu
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CHAPTER 7 7. SUMMARY, CONCLUSION, A
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deformed shape contour lines showed
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APPENDIX APPENDIX A A. APPLIED TORG
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APPENDIX B B. TEST MATRIX 145
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Table B-2 Test Matrix of the Connec
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APPENDIX C C. HYSTERESIS OF THE MOD
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Moment (kip.ft) 1500 1000 500 0 -2%
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Moment (kip.ft) 1500 1000 500 (kN.m
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Moment (kip.ft) 1500 1000 500 0 T p
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Moment (kip.ft) ‐6% ‐4% ‐2% 0
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Moment (kip.ft) 1500 1000 500 0 ‐
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Moment (kip.ft) Figure C-31 Compari
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Moment (kip.ft) Figure C-37 Compari
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Moment (kip.ft) ‐1.5% ‐1.0% ‐
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Moment (kip.ft) ‐1.5% ‐1.0% ‐
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Moment (kip.ft) ‐1.5% ‐1.0% ‐
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Moment (kip.ft) Figure C-61 Compari
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Moment (kip.ft) Figure C-67 Compari
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Moment (kip.ft) 2000 1500 1000 500
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Moment (kip.ft) 2000 1500 1000 500
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Moment (kip.ft) Figure C-83 Compari
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Moment (kip.ft) Figure C-89 Compari
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APPENDIX D D. HYSTERESIS OF THE MOD
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Moment (kip.ft) 2000 1500 1000 500
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Moment (kip.ft) -2% -1% 0% 1% 2% -5
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Moment (kip.ft) -2% -1% 0% 1% 2% -5
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Moment (kip.ft) -2% -1% 0% 1% 2% -5
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Moment (kip.ft) -2% -1% 0% 1% 2% -5
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Moment (kip.ft) Figure D-31 Compari
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Moment (kip.ft) 900 600 300 0 -2% -
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Moment (kip.ft) ‐1.5% ‐1.0% ‐
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Moment (kip.ft) 1500 1000 500 0 ‐
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Moment (kip.ft) Figure D-55 Compari
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Moment (kip.ft) Figure D-61 Compari
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Moment (kip.ft) 2400 1800 1200 600
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Moment (kip.ft) ‐1.5% ‐1.0% ‐
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Moment (kip.ft) ‐1.5% ‐1.0% ‐
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Moment (kip.ft) Figure D-83 Compari
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APPENDIX E E. COMPARISSON OF THE MO
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Moment (kip.ft) 1500 1000 500 0 -2%
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Moment (kip.ft) -2% -1% 0% 1% 2% -5
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Moment (kip.ft) -2% -1% 0% 1% 2% -5
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Moment (kip.ft) -2% -1% 0% 1% 2% -5
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Moment (kip.ft) -2% -1% 0% 1% 2% -5
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Moment (kip.ft) Figure E-31 Compari
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Moment (kip.ft) 900 600 300 0 -2% -
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Moment (kip.ft) -2% -1% 0% 1% 2% -5
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Moment (kip.ft) -2% -1% 0% 1% 2% -5
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Moment (kip.ft) Figure E-55 Compari
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Moment (kip.ft) -2% -1% 0% 1% 2% -2
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Moment (kip.ft) -2% -1% 0% 1% 2% -6
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Moment (kip.ft) 2000 1500 1000 500
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Moment (kip.ft) -2% -1% 0% 1% 2% -5
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APPENDIX F F. NON-LINIEAR REGRESSIO
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247
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249
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251
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253
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255
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257
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259
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261
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REFERENCES [1] AISC (2005). Load an
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[21] Mays, T. W., (2000). Applicati
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[45] Agerskov, H., (1977). “Analy
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[68] Kiamanesh R., Abolmaali A., an