University of Missouri, Rolla - Network for Earthquake Engineering ...

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UMR Test SetupPosition of (2) Horizontal Actuators.Actuators Position for S-PatternloadingTest Unit (InterlockingSpiral Column Setup for Bi-AxialBending Shown)ψθLoading FrameRotation Angle –Twist/TorsionTest Unit Offset Anglefor Bi-Axial BendingLoadingFrame
Shape Ht. Scale Design Directions DescriptionM01 -24 108 1:2 High U, A1Level 1axial-high shearflexure(I01)(a)M02 -24 108 1:2 High U, T, A1 M01 with torsion (e)M05 -24 108 1:2 High U, T, A1 M02 with high torsion (c)M06 -24 150 1:2 High U, T, A1 high torsion (d)M07 -24 150 1:2 Mod. U, A1 M01 with moderate details (b)M08 -24 150 1:2 High T, A2 Level 2 axial-torsion (g)M09 -24 150 1:2 High U, T, A2 Level 2 Axial (f)M10 -24x48 150 1:2 High U (m) Level 1 axial-low shear- (b)M11 -24x48 150 1:2 High U (M) M10 with bidirectional M (b)M12 - 24x48 150 1:2 High U, T (m) M10 with torsion (d)M13 - 24x48 150 1:2 High U, T (M) M11 with torsion (d)M14 - 24x24 108 1:2 High U Level 1 axial-high shear (a)M15- 24x24108 1:2 Mod. U, TM14 with high torsion andM16M17- 24x24-24-24-24156 1:2 Mod. U, T144156108UMR Test Matrix1:21:21:2HighHighHighEarthquakeTesting in Junemoderate details (c)M15 with high torsion andmoderate details (d)Prototype bridge evaluation –DONE AT UIUC by UMR.
Page 2 and 3: ParticipantsUniversity of Nevada, R
Page 4 and 5: Significance of Vertical Motion•
Page 6 and 7: M-V-T InteractionsBending-ShearShea
Page 8 and 9: Pre-test System Analysis• Perform
Page 10 and 11: StructuralCharacteristicsSpan/SpanL
Page 12 and 13: Pre-test Component Analysis• Perf
Page 14 and 15: Development Inelastic Models for RC
Page 16 and 17: UMR Test SetupStrong W all Load Cel
Page 20: Column Fabrication
Page 23 and 24: Large Testing Facility, UIUC
Page 25 and 26: Small Scale Testing Facility, UIUC
Page 27 and 28: • Current testingSmall-Scale Scal
Page 29 and 30: UNR ProgramShape Ht. Scale Design D
Page 31 and 32: International Cooperation• Univer
Page 33 and 34: Educational Activities• Modules t
Page 35 and 36: UMR as NEES-POP
Page 37: Questions??

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