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NEES Project Warehouse

Seismic Design of Reinforced Masonry Shear-wall Structures
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: SHAKE-TABLE TESTING OF A 3-STORY, FULL-SCALE, REINFORCED MASONRY WALL SYSTEM
Dates: September 01, 2010 - March 01, 2011
Description: Between January 12 and February 8, 2011, a 3-story, full-scale, reinforced masonry shear-wall specimen was tested on the large outdoor shake table at the University of California at San Diego. The specimen was very strong and stiff, and suffered little...
Facility: University of California, San Diego, CA, United States


  Experiment-2: SHAKE-TABLE TESTING OF A 2 STORY, FULL-SCALE, REINFORCED MASONRY WALL SYSTEM
Dates: July 09, 2012 - September 11, 2012
Description: The data presented here were obtained from the shaking-table testing of a full-scale, two-story, reinforced masonry shear wall system conducted on the NEES Large High-Performance Outdoor Shake Table (LHPOST) at the University of California, San Diego...
Facility: University of California, San Diego, CA, United States


  Experiment-3: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBF-05 at UT Austin with Aspect Ratio Equal to 4.50
Dates: October 04, 2012 - December 03, 2012
Description: Specimen UT-PBF-05 has a height of 12 ft and a plan length of 2.67 ft (aspect ratio 4.5), required a normalized axial load ratio P / (fm Ag) of 0.00. The vertical reinforcement ratio was 0.0129, with No. 8 reinforcing bars at 8 in. (every cell); and...
Facility: University of Texas at Austin, TX, United States


  Experiment-4: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-03 at UT Austin
Dates: September 01, 2011 - November 30, 2011
Description: Specimen UT-PBS-03 was 96 in. wide and 96-in. high (aspect ratio equal to 1.0) with No. 4 bars every 8 in. vertically and horizontally and an axial load equal to zero. The dowels were extended 16 in. (two courses) from the base of the wall segment.
Facility: University of Texas at Austin, TX, United States


  Experiment-5: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-04 with Aspect Ratio Equal to 1.0
Dates: September 01, 2011 - December 01, 2011
Description: Specimen UT-PBS-04 was 96-in. wide and 96-in. high (aspect ratio equal to 1.0) with #4 bars every 16 in. vertically and horizontally and an axial ...
Facility: University of Texas at Austin, TX, United States


  Experiment-6: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-04G with Aspect Ratio Equal to 1.0 and Green CMU Blocks
Dates: September 01, 2011 - December 01, 2011
Description: Specimen UT-PBS-04G was 96-in. wide and 96-in. high (aspect ratio equal to 1.0) with No. 4 bars every 16 in. vertically and horizontally and an ...
Facility: University of Texas at Austin, TX, United States


  Experiment-7: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-11 with Aspect Ratio Equal to 1.0
Dates: September 01, 2011 - December 01, 2011
Description: Specimen UT-PBS-11 was 96-in. wide and 96-in. high (aspect ratio equal to 1.0) with No. 4 bars every 8 in. vertically and horizontally and axial load ratio, P/(fm Ag), equal to 0.10. The dowels were extended 16 in. (two courses) from the base of the...
Facility: University of Texas at Austin, TX, United States


  Experiment-8: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-12 with Aspect Ratio Equal to 1.0
Dates: September 01, 2011 - December 01, 2011
Description: Specimen UT-PBS-12 was 96-in. wide and 96-in. high (aspect ratio equal to 1.0) with #4 bars every 16 in. vertically and horizontally and axial load ratio, P/(fm Ag), equal to 0.10. The dowels extended 16 in. (two courses) from the base of the wall segment...
Facility: University of Texas at Austin, TX, United States


  Experiment-9: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-12G with Aspect Ratio Equal to 1.0 and Green CMU Blocks
Dates: September 01, 2011 - December 01, 2011
Description: Specimen UT-PBS-12G was 96-in. wide and 96-in. high (aspect ratio equal to 1.0) with #4 bars every 16 in. vertically and horizontally and axial load ratio, P/(fm Ag), equal to 0.10. The dowels extended 16 in. (two courses) from the base of the wall segment...
Facility: University of Texas at Austin, TX, United States


  Experiment-10: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-13 with Aspect Ratio Equal to 3.0 at UT Austin
Dates: December 01, 2010 - October 03, 2011
Description: Specimen UT-W-13 was detailed according to the requirements of the 2011 MSJC Code. It has a height of 12 ft and a plan length of 4 ft (aspect ratio 3.0), required prescriptive reinforcement for an Intermediate Reinforced Masonry Shear Wall (2011 MSJC...
Facility: University of Texas at Austin, TX, United States


  Experiment-11: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-14 with Aspect Ratio Equal to 3.0 at UT Austin
Dates: December 01, 2010 - September 30, 2011
Description: Specimen UT-W-14 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 4 ft (aspect ratio 3.0), required prescriptive reinforcement for a Special Reinforced Masonry Shear Wall (2008 MSJC Code),...
Facility: University of Texas at Austin, TX, United States


  Experiment-12: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-15 with Aspect Ratio Equal to 3.0 at UT Austin
Dates: December 01, 2010 - October 03, 2011
Description: Specimen UT-W-15 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 4 ft (aspect ratio 3.0), required prescriptive reinforcement for an Intermediate Reinforced Masonry Shear Wall (2008 MSJC...
Facility: University of Texas at Austin, TX, United States


  Experiment-13: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-16 with Aspect Ratio Equal to 3.0 at UT Austin
Dates: December 01, 2010 - October 20, 2011
Description: Specimen UT-W-16 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 4 ft (aspect ratio 3.0), required prescriptive reinforcement for a Intermediate Reinforced Masonry Shear Wall (2008 MSJC...
Facility: University of Texas at Austin, TX, United States


  Experiment-14: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-17 with Aspect Ratio Equal to 4.50 at UT Austin
Dates: December 01, 2010 - October 14, 2011
Description: Specimen UT-W-17 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 2.67 ft (aspect ratio 4.5), required prescriptive reinforcement for a Special Reinforced Masonry Shear Wall (2008 MSJC Code...
Facility: University of Texas at Austin, TX, United States


  Experiment-15: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-18 with Aspect Ratio Equal to 4.50 at UT Austin
Dates: December 01, 2010 - October 20, 2011
Description: Specimen UT-W-18 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 2.67 ft (aspect ratio 4.5), required prescriptive reinforcement for a Special Reinforced Masonry Shear Wall (2008 MSJC Code...
Facility: University of Texas at Austin, TX, United States


  Experiment-16: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-19 with Aspect Ratio Equal to 4.50 at UT Austin
Dates: December 01, 2010 - October 20, 2011
Description: Specimen UT-W-19 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 2.67 ft (aspect ratio 4.5), required prescriptive reinforcement for a Intermediate Reinforced Masonry Shear Wall (2008 MSJC...
Facility: University of Texas at Austin, TX, United States


  Experiment-17: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-20 with Aspect Ratio Equal to 4.50 at UT Austin
Dates: December 01, 2010 - October 20, 2011
Description: Specimen UT-W-20 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 2.67 ft (aspect ratio 4.5), required prescriptive reinforcement for a Intermediate Reinforced Masonry Shear Wall (2008 MSJC...
Facility: University of Texas at Austin, TX, United States


  Experiment-18: Cyclic Tests of Fixed-fixed CMU Wall Specimen UT-PBS-01 at UT Austin
Dates: December 01, 2011 - December 07, 2012
Description: The shear-wall specimen UT-PBS-01 with aspect ratio of 1.0 and axial load of 20 kips tested at UT Austin used nominal 8- x 8- x 16-in. lightweight concrete masonry units (ASTM C90); coarse grout by proportion (ASTM C476); and ASTM C270 Type S cement-...
Facility: University of Texas at Austin, TX, United States


  Experiment-19: Cyclic Tests of Fixed-fixed CMU Wall Specimen UT-PBS-02 at UT Austin
Dates: December 01, 2011 - December 13, 2012
Description: The shear-wall specimen UT-PBS-02 with aspect ratio of 1.0 and axial load of 103 kips tested at UT Austin used nominal 8- x 8- x 16-in. lightweight concrete masonry units (ASTM C90); coarse grout by proportion (ASTM C476); and ASTM C270 Type S cement...
Facility: University of Texas at Austin, TX, United States


  Experiment-20: Cyclic Tests of Fixed-fixed CMU Wall Specimen UT-PBS-05 at UT Austin
Dates: December 01, 2011 - December 18, 2012
Description: The shear-wall specimen UT-PBS-05 with aspect ratio of 1.0 and axial load of 81.3 kips tested at UT Austin used nominal 8- x 8- x 16-in. lightweight concrete masonry units (ASTM C90); coarse grout by proportion (ASTM C476); and ASTM C270 Type S cement...
Facility: University of Texas at Austin, TX, United States


  Experiment-21: Cyclic Tests of Fixed-fixed CMU Wall Specimen UT-PBS-06 at UT Austin
Dates: December 01, 2011 - December 12, 2012
Description: The shear-wall specimen UT-PBS-06 with aspect ratio of 1.0 and axial load of 68.3 kips tested at UT Austin used nominal 8- x 8- x 16-in. lightweight concrete masonry units (ASTM C90); coarse grout by proportion (ASTM C476); and ASTM C270 Type S cement...
Facility: University of Texas at Austin, TX, United States


  Experiment-22: Cyclic Tests of Fixed-fixed CMU Wall Specimen UT-PBS-09 at UT Austin
Dates: December 01, 2011 - December 12, 2012
Description: The shear-wall specimen UT-PBS-09 with aspect ratio of 1.0 and axial load of 136.6 kips tested at UT Austin used nominal 8- x 8- x 16-in. lightweight concrete masonry units (ASTM C90); coarse grout by proportion (ASTM C476); and ASTM C270 Type S cement...
Facility: University of Texas at Austin, TX, United States


  Experiment-23: Cyclic Tests of Fixed-fixed CMU Wall Specimen UT-PBS-10 at UT Austin
Dates: December 01, 2011 - December 12, 2012
Description: The shear-wall specimen UT-PBS-10 with aspect ratio of 1.0 and axial load of 136.6 kips tested at UT Austin used nominal 8- x 8- x 16-in. lightweight concrete masonry units (ASTM C90); coarse grout by proportion (ASTM C476); and ASTM C270 Type S cement...
Facility: University of Texas at Austin, TX, United States


  Experiment-24: Cyclic Tests of Cantilever CMU Wall Specimen 1A at WSU
Dates: March 10, 2011 - May 10, 2011
Description: Specimen 1A had an aspect ratio of 2.0, No. 6 flexural reinforcement spaced 8-in. on center with no splice at the wall base, No. 4 shear reinforcement spaced 8-in. on center, and an axial load of 48 kips.
Facility: Washington State University, WA, United States


  Experiment-25: Cyclic Tests of Cantilever CMU Wall Specimen 1B at WSU
Dates: March 10, 2011 - March 10, 2012
Description: Specimen 1B had an aspect ratio of 2.0, No. 6 flexural reinforcement spaced 8 in. on center with a 33-in. long splice at the wall base, No. 4 shear reinforcement spaced 8 in. on center, and an axial load of 48 kips.
Facility: Washington State University, WA, United States
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