Shear Column - NEES

More documents

Recommendations

Info

Many Potential Parameters• Cross-section - Circle, Interlocking Spiral, Square• <strong>Column</strong> aspect ratio - moment/shear ratio• Torsion/shear ratio - high and low torsion• Level of axial loads• Level of detailing for high and moderate seismicity• Bidirectional bending moment - non-circular crosssections• Type of Loading – Slow Cyclic, Pseudo-dynamic and shaketable/dynamic
FHWA Bridge #4 – Structural Details
Page 3: M-V-T InteractionsTest Points obtai
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 and 34: Bi-directional Mass Rig• Deck is
Page 35 and 36: EducationWashington University - St
Page 37 and 38: Virtual Experiments…
Page 39: Combined Actions on Bridge Earthqua

Shear Column - NEES

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?