Shear Column - NEES

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UNR ProgramShape Ht. Scale Design Directions Description104CA,E1,E2 Constant axial, low1:3 High,T shear, torsion104VA,E1,E2 N01 but with variable1:3 High,T axial load72CA,E1,E2 Constant axial, high1:3 High,T shear, torsion72VA,E1,E2 N03 but with variable1:3 High,T axial load72Variable axial, high- 12x20 1:4 High VA,E1,E2shear- 12x20 72VA,E1,E21:4 HighN05 with torsion,T- 12x20 72VA,E3,E4 N06 with near field1:4 High,T motions72VA,E1,E2- 12x20 1:4 HighN07 with high torsion,T2N01 - 16N02 - 16N03 - 16N04 - 16N05N06N07N08
EducationWashington University – St. LouisObjective:To provide undergraduate students with an inquiry-basededucational tool to understand assumptions used in numericalmodeling and their implications by performing a comparison ofnumerical and experimental data.Instructional Goals:• Users select the dimensions of the column they want to examine,e.g. the column geometry, section details, and materialproperties.• Two different analysis methods (linear and non-linear structuralbehavior) are implemented to consider different modeling assumptions.• A comparison between numerical and experimental results canbe performed.
Page 3 and 4: M-V-T InteractionsTest Points obtai
Page 5 and 6: FHWA Bridge #4 - Structural Details
Page 7 and 8: Analytical Program• Development I
Page 10 and 11: Experimental Program - Test Matrix
Page 12: Results - Cover Spalling with Incre
Page 15 and 16: University of Houston Contribution
Page 17 and 18: UIUC Reinforced Concrete Short Colu
Page 19 and 20: Work in Progress• Extension of mo
Page 21 and 22: Pseudo Dynamic Tests• Configurati
Page 23 and 24: Work in Progress• Numerous small
Page 25 and 26: UCLA• Two new nonlinear user elem
Page 27 and 28: Work in Progress• Re-running the
Page 29 and 30: Hybrid Simulation• Hybrid simulat
Page 31 and 32: OpenSees Results - Bi-directional35
Page 33: Bi-directional Mass Rig• Deck is
Page 37 and 38: Virtual Experiments…
Page 39: Combined Actions on Bridge Earthqua

Shear Column - NEES

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