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NEES Project Warehouse

Mitigation of Collapse Risk in Vulnerable Concrete Buildings
(1 User Review)

To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Test Series A - Specimen 1
Dates: February 18, 2008 - June 01, 2009
Description: RC Column tested under cyclic lateral displacement reversals
Uniaxial displacement protocol, 3 cycles per drift level
3.2 aspect ratio
2.5% longitudinal reinforcement ratio
0.07% transverse ...
Facility: University of Minnesota-Twin Cities, MN, United States
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  Experiment-2: Test Series A - Specimen 2
Dates: March 24, 2008 - January 06, 2009
Description: RC Column tested under cyclic lateral displacement reversals
Uniaxial displacement protocol, 3 cycles per drift level
3.2 aspect ratio
2.5% longitudinal reinforcement ratio
0.07% transverse ...
Facility: University of Minnesota-Twin Cities, MN, United States
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  Experiment-3: Test Series A - Specimen 3
Dates: May 09, 2008 - June 01, 2009
Description: RC Column tested under cyclic lateral displacement reversals
Uniaxial displacement protocol, 3 cycles per drift level
3.2 aspect ratio
3.1% longitudinal reinforcement ratio
0.07% transverse ...
Facility: University of Minnesota-Twin Cities, MN, United States
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  Experiment-4: Test Series A - Specimen 4
Dates: October 06, 2008 to Present
Description: RC Column tested under cyclic lateral displacement reversals
Uniaxial displacement protocol, 6 cycles per drift level
3.2 aspect ratio
2.5% longitudinal reinforcement ratio
0.18% transverse ...
Facility: University of Minnesota-Twin Cities, MN, United States
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  Experiment-5: Test Series B - Specimen 4
Dates: February 17, 2009 - September 01, 2010
Description: RC Column tested under cyclic lateral displacement reversals
Uniaxial displacement protocol, 3 cycles per drift level
1.9 aspect ratio
2.5% longitudinal reinforcement ratio
0.07% transverse ...
Facility: University of Minnesota-Twin Cities, MN, United States
Specimen 4 south and east faces of bottom column after cycles at .25% drift

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  Experiment-6: Test Series B - Specimen 5
Dates: March 17, 2009 - September 01, 2010
Description: RC Column tested under cyclic lateral displacement reversals
Biaxial displacement protocol, 6 cycles per drift level
1.9 aspect ratio
2.5% longitudinal reinforcement ratio
0.07% transverse ...
Facility: University of Minnesota-Twin Cities, MN, United States
Specimen 5 after the cycles at .25% drift

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  Experiment-7: Test Series B - Specimen 3
Dates: April 09, 2009 - September 01, 2010
Description: RC Column tested under cyclic lateral displacement reversals
Biaxial displacement protocol, 6/14 cycles per drift level
1.9 aspect ratio
1.5% longitudinal reinforcement ratio
0.07% transverse ...
Facility: University of Minnesota-Twin Cities, MN, United States
Specimen 3 after the cycles at a drift ratio of 1.0% in the Y direction

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  Experiment-8: Test Series B - Specimen 6
Dates: October 06, 2009 - September 01, 2010
Description: RC Column tested under cyclic lateral displacement reversals
Biaxial displacement protocol, 6 cycles per drift level
3.7 aspect ratio
2.5% longitudinal reinforcement ratio
0.18% transverse ...
Facility: University of Minnesota-Twin Cities, MN, United States
Specimen 6 top of column at 1.5% drift in Y direction

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  Experiment-9: Test Series B - Specimen 7
Dates: October 27, 2009 - September 01, 2010
Description: RC Column tested under cyclic lateral displacement reversals
Biaxial displacement protocol, 4 cycles per drift level
3.7 aspect ratio
2.5% longitudinal reinforcement ratio
0.18% transverse ...
Facility: University of Minnesota-Twin Cities, MN, United States
Specimen 7 bottom of column at .25% drift

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  Experiment-10: Test Series B - Specimen 8
Dates: November 16, 2009 - September 01, 2010
Description: RC Column tested under cyclic lateral displacement reversals
Biaxial displacement protocol, 4 cycles per drift level
3.7 aspect ratio
2.5% longitudinal reinforcement ratio
0.10% transverse ...
Facility: University of Minnesota-Twin Cities, MN, United States
Specimen 8 bottom of column at .25% drift

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  Experiment-11: Test Series B - Specimen 1
Dates: June 04, 2008 - June 05, 2008
Description: RC Column tested under cyclic lateral displacement reversals
Uniaxial displacement protocol, 3 cycles per drift level
1.9 aspect ratio
1.5% longitudinal reinforcement ratio
0.07% transverse ...
Facility: Purdue University at West Lafayette, IN, United States
Specimen_1_after_axial_failure.jpg

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  Experiment-12: Test Series B - Specimen 2
Dates: July 22, 2008 - July 23, 2008
Description: RC Column tested under cyclic lateral displacement reversals
Uniaxial displacement protocol, 3 cycles per drift level
1.9 aspect ratio
1.5% longitudinal reinforcement ratio
0.07% transverse ...
Facility: Purdue University at West Lafayette, IN, United States
Specimen after failure

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  Experiment-13: Test Series Berkeley-A - Specimen 1
Dates: September 09, 2008 - September 10, 2009
Description: The specimen is an exterior inter-story beam-column joint that is part of a two-dimensional, two-story, two-bay reinforced concrete frame. The joint is unconfined and has an axial compressive force equal to 0.2 f'cAg. The specimen is a half-scale models...
Facility: University of California, Berkeley, CA, United States


  Experiment-14: Test Series Berkeley-A - Specimen 2
Dates: September 10, 2008 - September 10, 2008
Description: The specimen is an exterior inter-story beam-column joint that is part of a two-dimensional, two-story, two-bay reinforced concrete frame. The joint is unconfined and has an axial compressive force equal to 0.4 f'cAg. The specimen is a half-scale models...
Facility: University of California, Berkeley, CA, United States


  Experiment-15: Test Series Berkeley-B - Specimen 1
Dates: August 14, 2009 - August 14, 2009
Description: This research will investigate and evaluate the behavior of one 3D ½ scale corner non-ductile RC beam-column corner joint under constant column compression force (0.2*f'c*Ag) and a quasi-static reverse cyclic transverse loading on the beam.
Facility: University of California, Berkeley, CA, United States
Test setup

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  Experiment-16: Test Series Berkeley-C: Specimen 1
Dates: September 30, 2009 - September 30, 2009
Description: Four full-scale RC corner beam-column joint specimens were designed and tested to investigate the effect of joint aspect ratio and beam longitudinal reinforcement ratio. ...
Facility: University of California, Berkeley, CA, United States


  Experiment-17: Test Series Berkeley-C - Specimen 2
Dates: December 09, 2009 - December 09, 2009
Description: Four full-scale RC corner beam-column joint specimens were designed and tested to investigate the effect of joint aspect ratio and beam longitudinal reinforcement ratio. ...
Facility: University of California, Berkeley, CA, United States


  Experiment-18: Test Series Berkeley-C - Specimen 3
Dates: January 28, 2010 - January 28, 2010
Description: Four full-scale RC corner beam-column joint specimens were designed and tested to investigate the effect of joint aspect ratio and beam longitudinal reinforcement ratio. ...
Facility: University of California, Berkeley, CA, United States


  Experiment-19: Test Series Berkeley-C - Specimen 4
Dates: March 15, 2010 - March 15, 2010
Description: Four full-scale RC corner beam-column joint specimens were designed and tested to investigate the effect of joint aspect ratio and beam longitudinal reinforcement ratio. ...
Facility: University of California, Berkeley, CA, United States


  Experiment-21: Test Series Berkeley-D - Specimen 2
Dates: August 03, 2010 - August 03, 2010
Description: The beam dimensions were 16 by 30 in., and were reinforced with 4 No. 10 bars at the top layer and 4 No. 9 bars at the bottom layer. The transverse reinforcement consisted in No. 3 stirrups spaced at 3 in. The column was 18 in. square, reinforced with...
Facility: University of California, Berkeley, CA, United States


  Experiment-22: Test Series Berkeley-D - Specimen 3
Dates: September 03, 2010 - September 13, 2010
Description: The beam dimensions were 16 by 18 in., and were reinforced with 4 No. 10 bars at the top layer and 4 No. 9 bars at the bottom layer. The transverse reinforcement consisted in No. 3 stirrups spaced at 3 in. The column was 18 in. square, reinforced with...
Facility: University of California, Berkeley, CA, United States


  Experiment-23: Test Series Berkeley-D - Specimen 4
Dates: October 14, 2010 - October 14, 2010
Description: The beam dimensions were 16 by 18 in., and were reinforced with 4 No. 6 bars at the top layer and 4 No. 6 bars at the bottom layer. The transverse reinforcement consisted in No. 3 stirrups spaced at 3 in. The column was 18 in. square, reinforced with...
Facility: University of California, Berkeley, CA, United States


  Experiment-24: Test Series Berkeley-E - Specimen 1
Dates: July 01, 2010 - August 31, 2010
Description: Two specimens, designed to represent a portion of the end-regions of a shear wall where the boundary elements are found, were tested. Specimen USBE1 was tested in tension to a strain of 4% of the length of the specimen, and then tested in compression...
Facility: University of California, Berkeley, CA, United States


  Experiment-25: Soil-Structure Interaction, Test Site No. 1
Dates: September 17, 2009 - September 21, 2009
Description: Forced vibration of field test structure at University of California, Los Angeles (LAB) site to investigate soil-structure-interaction (SSI) systems. The LAB site was chosen to represent the fixed-base condition of the test series (experiment nos. 25...
Facility: University of California, Los Angeles, CA, United States


  Experiment-26: Soil-Structure Interaction, Test Site No. 2
Dates: November 17, 2009 - May 25, 2011
Description: Forced vibration of field test structure at Wildlife Liquefaction Array (WLA) site to investigate soil-structure-interaction (SSI) systems. The WLA site geotechnical properties are well documented and was chosen to be included as part of the SSI systems...
Facility: University of California, Los Angeles, CA, United States
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