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Using NEES as a Testbed for Studying Soil-Foundation-Structure Interaction: Shaking Table Tests

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Large-Scale Experimental Seismic Studies of a Two-Span Reinforced Concrete Bridge System

Sensors

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Longitudinal Column Bar Strain Gages
Column Curvature Gages
Transverse Column Bar Strain Gages
Superstructure Accelerometers
Superstructure Displacement Transducers
DA
Cha
Channel
Name
Label
Sensor
Type
Com.
Orie.
XYZ
Coord.
Serial
Number
Sensor
Unit
Calibration
Zero
Offset
Nonlinearity
Exc.
Volt.
Gauge
Length
DV1
Displacement
0.7071,0.7071,0
DV2
Displacement
0.7071,0.7071,0
DV3
Displacement
0.7071,0.7071,0
DV4
Displacement
0.7071,0.7071,0
DV5
Displacement
0.7071,0.7071,0
DV6
Displacement
0.7071,0.7071,0
DV7
Displacement
0.7071,0.7071,0
DV8
Displacement
0.7071,0.7071,0
DV9
Displacement
0.7071,0.7071,0
DV10
Displacement
0.7071,0.7071,0
DV11
Displacement
0.7071,0.7071,0
DV12
Displacement
0.7071,0.7071,0
DV13
Displacement
0.7071,0.7071,0
DV14
Displacement
0.7071,0.7071,0
DV15
Displacement
0.7071,0.7071,0
DV16
Displacement
0.7071,0.7071,0
DL1
Displacement
0.8165,0.4082,0.4082
DL2
Displacement
0.8165,0.4082,0.4082
DL3
Displacement
0,0.7071,0.7071
DL4
Displacement
0,0.7071,0.7071
DT1
Displacement
0.4082,0.8165,0.4082
DT2
Displacement
0.4082,0.8165,0.4082
DT3
Displacement
0.4082,0.8165,0.4082
DT4
Displacement
0.4082,0.8165,0.4082
DT5
Displacement
0.4082,0.8165,0.4082
Bent 3 West Column Shear Transducers
Bent 3 Slip Displacement Transducers
Shaketables Location Plan

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