aisc research program - UIUC Newmark Structural Engineering ...

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Steel Construction within a Global Context www.iris.edu Google earth MAE Center French, Sritharan et al. 2006 Microstrain 8000 6000 4000 2000 0 -2000 SBBSBG1-a SBBSBG1-b Cycle G4-3-A Cycle G4-3-A -4000 0 3000 6000 9000 12000 15000 Time (seconds) Collaborative Augmented Reality and Analysis
Acknowledgments: UIUC, NEES and MAEC Projects MUST-SIM and MAEC Co-Investigators: Amr Elnashai, Bill Spencer, Dan Kuchma MUST-SIM Composite Column Co-Investigators (CC): Roberto Leon Controlled Rocking Co-Investigators (CR): Gregory Deierlein, Sarah Billington, Helmut Krawinkler Research Engineers: Hussam Mahmoud, Michael Bletzinger, Greg Banas, shop personnel Graduate Students: Comp Col: Mark Denavit (UIUC), Tiziano Perea (GIT) Rocking: Matthew Eatherton (UIUC), Noel Vivar (UIUC) Xiang Ma and Alex Pena (Stanford) Comp Conn: Luis Palleres (post-doctoral associate) MAEC CRM: Josh Steelman Integrity: Sara Walsh, Lily Rong Ice Shelves: Maribel Gonzalez Undergraduate Students: Mark Bingham, Michael Kehoe, Matthew Parkolap, Brent Mattis, Lina Rong, Angelia Tanamal Sponsors: National Science Foundation American Institute of Steel Construction University of Illinois at Urbana-Champaign Georgia Institute of Technology (CC) Stanford University (CR) In-Kind Funding: W&W Steel University of Cincinnati LeJeune Steel Company (CC) Tefft Bridge & Iron (CR) Infra-Metals (CR)
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 and 32: MUST-SIM E-Defense Testbed Structur
Page 33 and 34: Shear Connector Provisions: Monoton
Page 35 and 36: Vs(test)/Vs(predicted) Shear Connec
Page 37 and 38: Memphis Test Bed: Scenario Event Pr
Page 39: Modeling of Moulin Formation in Ice

aisc research program - UIUC Newmark Structural Engineering ...

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