Specimen Information
Name: Saatcioglu and Baingo 1999, RC1
Type: Spiral
Comments:
Reference: Saatcioglu, M.; and Baingo, D, "Circular High-Strength Concrete Columns Under Simulated Seismic Loading." Journal of Structural Engineering. March 1999, pp. 272-280.
Material Properties
Concrete Strength:65 (MPa)
Transverse Steel:Yield Stress: 1,000 (MPa)
Longitudinal Steel:Yield Stress: 419 (MPa) Strength: 0 (MPa)
Geometry
Diameter: 250 (mm) Cross-Section: Circular
Length: L-Inflection: 1,645 (mm) L-Measured: 1,645 (mm)
Test Configuration:Cantilever
Loading
Axial Load:1,000 (kN)
P-D:P Ram rotation decreases V
L-Bottom:600
Longitudinal Reinforcement
Diameter:16 (mm)
Number of Bars:8
Reinforcement Ratio:0.0328
Transverse Reinforcement
Diameter Spiral:7.5 (mm)
Hoop Spacing, Sv:50 (mm)
Cover to Center of Hoop Bar:13.8 (mm)
Reinforcement Ratio:1.54
Non-Dimensional Properties
Span-to-Depth Ratio:6.58
Axial Load Ratio:0.313
Test Results
Failure Type:Flexure
Damage Observation:Concrete Crushing: 0 (mm)
Significant Concrete Spalling: 0 (mm)
Long Bar Buckling: 0 (mm)
Long Bar Fracture: 0 (mm)
Spiral Fracture: 0 (mm)
Loss of Axial Load Capacity: 0 (mm)
Resources:Force-Displacement Hysteresis (graph)
Force Displacement Data (data)
Record Information
Version:1 (April 8, 2003)
The Structural Performance Database is a project of the Pacific Earthquake Engineering Research Center, funded by the National Science Foundation. Contact Marc Eberhard at the University of Washington with questions or comments. Report technical problems to the server administrator. Copyright 2003.