aisc research program - UIUC Newmark Structural Engineering ...

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AISC TC 5: Composite Construction �Thinking of composite structural members (SRC beam-columns, Composite Walls, Composite Base Conditions; note that CFTs covered commonly by AISC rarely have shear connectors)... Beam-columns Infill Walls University of Illinois at Urbana-Champaign 13 November 2007 Composite Base
Shear Connector Provisions: Monotonic Steel Failure: -Tension: -Shear: φ ⋅Vs = φV ⋅CV ⋅ As ⋅ Fu ⋅ n φ ⋅ N s = φt ⋅Ct ⋅ As ⋅ Fu ⋅n University of Illinois at Urbana-Champaign 13 November 2007 n: number of studs A s : cross sectional area of stud F u : ultimate strength of stud φv Cv φv ·Cv φt Ct AISC 1.00* 1.00 1.00 - - - PCI 4th 1.00 0.75 0.75 1.00 0.90 0.90 PCI 6th 0.65 1.00 0.65 0.75 1.00 0.75 ACI 318-05 ACI 318-08 Ductile steel φ t ·C t element 0.75 1.00 0.75 0.80 1.00 0.80 Brittle steel element 0.65 1.00 0.65 0.70 1.00 0.70 EC-4 0.80 0.80 0.64 - - - - * The reduction factor is grouped with the flexural phi factor, φ b , which is 0.85 for plastic redistribution of stress or 0.90 for an elastic stress distribution on the section - Canadian Standard and CEB are similar to ACI 318-05
Page 1 and 2: MUST-SIM AISC RESEARCH PROGRAM BEHA
Page 3 and 4: Background: AISC 2005 on SC Connect
Page 5 and 6: Fillers: Effect on Slip and Bolt Sh
Page 7 and 8: Scenarios • If expected slip valu
Page 9 and 10: AISC Test Specimen 159n-2ply1 “Re
Page 11 and 12: AISC Test Specimen 730-over “Requ
Page 13 and 14: AISC Test Specimen 01 MUST-SIM Load
Page 15 and 16: AISC Research Program Keeping Steel
Page 17 and 18: Typical Full-Scale Cruciform Test S
Page 19 and 20: AISC Research Program • Innovatio
Page 21 and 22: University of Illinois Structures P
Page 23 and 24: MUST-SIM NEES@Illinois: NEES@Illino
Page 25 and 26: Composite Columns • Steel reinfor
Page 27 and 28: Database Development • Work of pr
Page 29 and 30: Controlled Rocking of Steel Frame S
Page 31: MUST-SIM E-Defense Testbed Structur
Page 35 and 36: Vs(test)/Vs(predicted) Shear Connec
Page 37 and 38: Memphis Test Bed: Scenario Event Pr
Page 39 and 40: Modeling of Moulin Formation in Ice
Page 41 and 42: Acknowledgments: UIUC, NEES and MAE

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