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Seismic Simulation and Design of Bridge Columns under Combined Actions, and Implications on System Response
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-4: Circular Column C1 - Biaxial Bending
Dates: June 04, 2009 - June 05, 2009
Description: 16" reinforced concrete column tested on shake table with the Bidirectional Mass Rig (BMR). This column was tested without an axial force or p-delta effects. The ground motions input were from the Petrolia earthquake in California. The test was conducted...
Facility: University of Nevada-Reno, NV, United States


  Experiment-5: Circular Column C2 - Biaxial Bending + Torsion
Dates: July 07, 2009 - July 08, 2009
Description: 16" reinforced concrete column tested on shake table with the Bidirectional Mass Rig (BMR). This column was tested without an axial force or p-delta effects. The ground motions input were from the Petrolia earthquake in California. The test was conducted...
Facility: University of Nevada-Reno, NV, United States


  Experiment-6: Interlocking Column I1 - Biaxial Bending
Dates: August 20, 2009 - August 21, 2009
Description: Oval shaped reinforced concrete column tested on shake table with the Bidirectional Mass Rig (BMR). This column was tested without an axial force or p-delta effects. The ground motions input were from the 1994 Northridge earthquake from the Sylmar...
Facility: University of Nevada-Reno, NV, United States


  Experiment-7: Interlocking Column I2 - Biaxial Bending + Torsion
Dates: September 24, 2009 - September 25, 2009
Description: Oval shaped reinforced concrete column tested on shake table with the Bidirectional Mass Rig (BMR). This column was tested without an axial force or p-delta effects. The mass placed on the BMR assymetrically to induce torsion on the column. The ground...
Facility: University of Nevada-Reno, NV, United States


  Experiment-8: Circular Column C1_P - Biaxial Bending + Axial Force + Biaxial P-delta effects
Dates: February 03, 2011 - February 04, 2011
Description: 16" reinforced concrete column tested on shake table with the Bidirectional Mass Rig (BMR). This column was tested with axial force and p-delta effects. The ground motions input were from the Petrolia earthquake in California. The test was conducted...
Facility: University of Nevada-Reno, NV, United States


  Experiment-9: Interlocking Column I1_P - Biaxial Bending + Axial Force + Biaxial P-delta effects
Dates: February 22, 2011 - February 23, 2011
Description: Oval shaped reinforced concrete column tested on shake table with the Bidirectional Mass Rig (BMR). This column was tested with axial force and p-delta effects. The ground motions input were from the 1994 Northridge earthquake from the Sylmar station...
Facility: University of Nevada-Reno, NV, United States


  Experiment-10: Circular Column C2_P - Biaxial Bending + Axial Force + Biaxial P-delta effects+ Torsion
Dates: March 03, 2011 - March 04, 2011
Description: 16" reinforced concrete column tested on shake table with the Bidirectional Mass Rig (BMR). This column was tested with axial force and p-delta effects. The ground motions input were from the Petrolia earthquake in California. Also, the mass on the...
Facility: University of Nevada-Reno, NV, United States


  Experiment-11: Interlocking Column I2_P - Biaxial Bending + Axial Force + Biaxial P-delta effects+ Torsion
Dates: March 10, 2011 - March 10, 2011
Description: Oval shaped reinforced concrete column tested on shake table with the Bidirectional Mass Rig (BMR). This column was tested with axial force and p-delta effects. The mass was placed assymetrically on the BMR to induce torsion in the column. The ground...
Facility: University of Nevada-Reno, NV, United States


  Experiment-12: Square_Column_under_H/D=6_T/M=0/0_2.10_1.32 Pure Torsion
Dates: August 11, 2009 - October 20, 2011
Description: The specimens had 550×550 mm cross section and clear concrete cover of 38 mm. They were designed with high aspect ratio (H/D=6).The total height of the specimen was 4.2 m with an effective loading height of 3.35 m measured from the top of footing to...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-13: Square_Column_under_H/D=6_T/M=0_2.10_1.32 _Pure Bending
Dates: September 01, 2009 - October 12, 2009
Description: The specimens had 550×550 mm cross section and clear concrete cover of 38 mm. They were designed with high aspect ratio (H/D=6).The total height of the specimen was 4.2 m with an effective loading height of 3.35 m measured from the top of footing to...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-14: Square Column_under_H/D=6_T/M=0.2_2.10_1.32
Dates: September 23, 2009 - September 28, 2009
Description: The specimens had 550*550 mm cross section and clear concrete cover of 38 mm. They were designed with high aspect ratio (H/D=6).The total height of the specimen was 4.2 m with an effective loading height of 3.35 m measured from the top of footing to...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-15: Square Column_under_H/D=6_T/M=0.4_2.10_1.32
Dates: September 16, 2009 - September 16, 2009
Description: The specimens had 550×550 mm cross section and clear concrete cover of 38 mm. They were designed with high aspect ratio (H/D=6).The total height of the specimen was 4.2 m with an effective loading height of 3.35 m measured from the top of footing to...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-16: Square_Column_under_H/D=6_T/M=0.6_2.10_1.32
Dates: October 01, 2009 - October 02, 2009
Description: The specimens had 550×550 mm cross section and clear concrete cover of 38 mm. They were designed with high aspect ratio (H/D=6).The total height of the specimen was 4.2 m with an effective loading height of 3.35 m measured from the top of footing...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-17: Oval_Column_under_H/D=5.5_T/M=0/0_2.10_1.32 _Pure Torsion
Dates: January 21, 2010 - January 28, 2010
Description: Six half-scale specimens with interlocking spirals were designed and fabricated to represent typical existing bridge columns. All the columns had oval cross section of 610 mm×915 mm with twenty No. 8 bars (25 mm in diameter) to provide a longitudinal...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-18: Oval_Column_under_H/D=5.5_T/M=0.2_2.10_1.32
Dates: February 08, 2010 - February 15, 2010
Description: Six half-scale specimens with interlocking spirals were designed and fabricated to represent typical existing bridge columns. All the columns had oval cross section of 610 mm×915 mm with twenty No. 8 bars (25 mm in diameter) to provide a longitudinal...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-19: Oval_Column_under_H/D=5.5_T/M=0.6_2.10_1.32
Dates: January 29, 2010 - January 30, 2010
Description: Six half-scale specimens with interlocking spirals were designed and fabricated to represent typical existing bridge columns. All the columns had oval cross section of 610 mm×915 mm with twenty No. 8 bars (25 mm in diameter) to provide a longitudinal...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-20: Oval_Column_under_H/D=5.5_T/M=0_2.10_1.32 _about 35 degree axis
Dates: February 15, 2010 - March 03, 2010
Description: Six half-scale specimens with interlocking spirals were designed and fabricated to represent typical existing bridge columns. All the columns had oval cross section of 610 mm×915 mm with twenty No. 8 bars (25 mm in diameter) to provide a longitudinal...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-21: Oval_Column_under_H/D=5.5_T/M=0.2_2.10_1.32 _about 35 degree axis
Dates: March 17, 2010 - March 17, 2010
Description: Six half-scale specimens with interlocking spirals were designed and fabricated to represent typical existing bridge columns. All the columns had oval cross section of 610 mm×915 mm with twenty No. 8 bars (25 mm in diameter) to provide a longitudinal...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-22: Oval_columns_under_H/D=5.5_T/M=0.4_2.10_1.32 _about 35 Degree Axias
Dates: March 10, 2010 - March 10, 2010
Description: Six half-scale specimens with interlocking spirals were designed and fabricated to represent typical existing bridge columns. All the columns had oval cross section of 610 mm×915 mm with twenty No. 8 bars (25 mm in diameter) to provide a longitudinal...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-23: Circular_Columns_under_T/M=0_H/D=6_0.73
Dates: June 14, 2006 - June 27, 2006
Description: The main variables considered in this study are (1) the ratio of torsion-to-bending moment, and (2) column aspect ratio or shear span (H/D) to simulate a flexural or shear dominant response. The aspect ratio plays an important role in determining the...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-24: Circular Columns_under_H_D(6)_T_M(0.1)_2.10_0.73
Dates: January 10, 2007 - January 12, 2007
Description: The main variables considered in this study are (1) the ratio of torsion-to-bending moment, and (2) column aspect ratio or shear span (H/D) to simulate a flexural or shear dominant response. The aspect ratio plays an important role in determining the...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-25: Circular Columns_under_H_D(6)_T_M(0.2)_2.10_0.73
Dates: November 08, 2006 - November 27, 2006
Description: The main variables considered in this study are (1) the ratio of torsion-to-bending moment, and (2) column aspect ratio or shear span (H/D) to simulate a flexural or shear dominant response. The aspect ratio plays an important role in determining the...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-26: Circular Columns_under_H_D(6)_T_M(0.4)_2.10_0.73
Dates: September 07, 2006 - September 12, 2006
Description: The main variables considered in this study are (1) the ratio of torsion-to-bending moment, and (2) column aspect ratio or shear span (H/D) to simulate a flexural or shear dominant response. The aspect ratio plays an important role in determining the...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-27: Circular Columns_under pure torsion_H_D(6)_T_M(0_0)_2.10_0.73
Dates: July 05, 2006 - July 15, 2006
Description: The main variables considered in this study are (1) the ratio of torsion-to-bending moment, and (2) column aspect ratio or shear span (H/D) to simulate a flexural or shear dominant response. The aspect ratio plays an important role in determining the...
Facility: Missouri University of Science and Technology, Rolla, MO, United States


  Experiment-28: Circular Columns_under pure torsion_H_D(6)_T_M(0_0)_2.10_0.73_Hoop
Dates: December 18, 2006 - December 28, 2006
Description: The main variables considered in this study are (1) the ratio of torsion-to-bending moment, and (2) column aspect ratio or shear span (H/D) to simulate a flexural or shear dominant response. The aspect ratio plays an important role in determining the...
Facility: Missouri University of Science and Technology, Rolla, MO, United States
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