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Seismic Performance Assessment and Retrofit of Non-Ductile RC Frames with Infill Walls
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Colorado Test 1
Dates: October 18, 2007 - October 18, 2007
Description: Specimen 1 is the first of six 2/3-scale reinforced concrete frames with brick infill tested at the University of Colorado NEES Site. The reinforced concrete frames for the six specimens had the same design but the specimens varied in terms of the presence...
Facility: University of Colorado at Boulder, CO, United States
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  Experiment-2: Stanford In-Plane Wall Test - Specimen 1
Dates: August 21, 2007 - August 22, 2007
Description: Four 1/5th-scale masonry infilled concrete frames were fabricated and tested under cyclic loading at the John A. Blume Earthquake Engineering Center's laboratory at Stanford University, to validate a new seismic retrofit technique for unreinforced masonry...
Facility: Stanford University, CA, United States


  Experiment-3: Stanford In-Plane Wall Test - Specimen 2
Dates: November 01, 2007 - November 02, 2007
Description: Four 1/5th-scale masonry infilled concrete frames were fabricated and tested under cyclic loading at the John A. Blume Earthquake Engineering Center's laboratory at Stanford University, to validate a new seismic retrofit technique for unreinforced masonry...
Facility: Stanford University, CA, United States


  Experiment-4: Stanford In-Plane Wall Test - Specimen 3
Dates: December 04, 2007 - December 05, 2007
Description: Four 1/5th-scale masonry infilled concrete frames were fabricated and tested under cyclic loading at the John A. Blume Earthquake Engineering Center's laboratory at Stanford University, to validate a new seismic retrofit technique for unreinforced masonry...
Facility: Stanford University, CA, United States


  Experiment-5: Colorado Test 2
Dates: April 07, 2008 - April 07, 2008
Description: Specimen 2 is the second of six 2/3-scale reinforced concrete frames with brick infill tested at the University of Colorado NEES Site. The reinforced concrete frames for the six specimens had the same design but the specimens varied in terms of the presence...
Facility: University of Colorado at Boulder, CO, United States
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  Experiment-6: CU Material Test Results
Dates: April 14, 2008 - April 14, 2008
Description: The data in this experiment was obtained through material studies and is not related to the other tests.
Facility: University of Colorado at Boulder, CO, United States


  Experiment-7: Stanford Prism Tests - PPS
Dates: November 02, 2006 - November 02, 2006
Description: Compression tests of 5 unretrofitted masonry prisms were performed and their compressive stress-strain responses are given here. "PPS" stands for "Plain Prisms Short". Each specimen consists of 4 mortar joints, 3 whole brick units with dimensions 3.7...
Facility: Stanford University, CA, United States


  Experiment-12: Stanford Prism Tests - PUE
Dates: November 02, 2006 - November 02, 2006
Description: Compression tests of 5 ECC retrofitted masonry prisms were performed and their compressive stress-strain responses are given here. "PUE" stands for "Prism Unreinforced ECC". Each specimen consists of a 0.5"-thick ECC layer troweled on one large face...
Facility: Stanford University, CA, United States


  Experiment-17: Stanford Prism Tests - PDE
Dates: November 02, 2006 - November 02, 2006
Description: Compression tests of 5 ECC retrofitted masonry prisms were performed and their compressive stress-strain responses are given here. "PDE" stands for "Prism Dowels ECC". Each specimen consists of 4 mortar joints, 3 whole brick units with dimensions 3.7...
Facility: Stanford University, CA, United States


  Experiment-22: Stanford Prism Tests - PLRE
Dates: November 02, 2006 - November 02, 2006
Description: Compression tests of 5 lightly reinforced ECC retrofitted masonry prisms were performed and their compressive stress-strain responses are given here. "PLRE" stands for "Prism Lightly Reinforced ECC". Each specimen consists of 4 mortar joints, 3 whole...
Facility: Stanford University, CA, United States


  Experiment-27: Stanford Prism Tests - PLRED
Dates: December 15, 2006 - December 15, 2006
Description: Compression tests of 5 lightly reinforced ECC retrofitted masonry prisms with stitch dowels were performed and their compressive stress-strain responses are given here. "PLRED" stands for "Prism Lightly Reinforced ECC with Dowels". Each specimen consists...
Facility: Stanford University, CA, United States


  Experiment-32: Stanford Prism Tests - PHRED
Dates: December 15, 2006 - December 15, 2006
Description: Compression tests of 5 heavily reinforced ECC retrofitted masonry prisms with stitch dowels were performed and their compressive stress-strain responses are given here. "PHRED" stands for "Prism Heavily Reinforced ECC with Dowels". Each specimen consists...
Facility: Stanford University, CA, United States


  Experiment-37: Stanford Flexural Tests - FP
Dates: October 09, 2006 - October 10, 2006
Description: Flexural tests of 5 unretrofitted masonry beams were performed and their load carrying capacities are given here. "FP" stands for "Flexural Plain". Each specimen consists of 8 mortar joints and 9 brick units with dimensions 3.7"x7.7"x2.3". The total...
Facility: Stanford University, CA, United States


  Experiment-41: Stanford Flexural Tests - FUE
Dates: October 09, 2006 - October 10, 2006
Description: Flexural tests of 5 ECC retrofitted masonry beams were performed and their load vs displacement responses are given here. "FUE" stands for "Flexural Unreinforced ECC". Each specimen consists of 8 mortar joints and 9 brick units with dimensions 3.7"x7...
Facility: Stanford University, CA, United States


  Experiment-46: Stanford Flexural Tests - FUED
Dates: October 10, 2006 - October 10, 2006
Description: Flexural tests of 4 ECC retrofitted masonry beams with stitch dowels were performed and their load vs displacement responses are given here. "FUED" stands for "Flexural Unreinforced ECC Dowels". Each specimen consists of 8 mortar joints and 9 brick units...
Facility: Stanford University, CA, United States


  Experiment-51: Stanford Flexural Tests - FLRE
Dates: October 10, 2006 - October 10, 2006
Description: Flexural tests of 5 lightly reinforced ECC retrofitted masonry beams were performed and their load vs displacement responses are given here. "FLRE" stands for "Flexural Lightly Reinforced ECC". Each specimen consists of 8 mortar joints and 9 brick units...
Facility: Stanford University, CA, United States


  Experiment-56: Stanford Flexural Tests - FLRED
Dates: November 15, 2006 - November 16, 2006
Description: Flexural tests of 5 lightly reinforced ECC retrofitted masonry beams with stitch dowels were performed and their load vs displacement responses are given here. "FLRED" stands for "Flexural Lightly Reinforced ECC with Dowels". Each specimen consists of...
Facility: Stanford University, CA, United States


  Experiment-61: Stanford Flexural Tests - FHRED
Dates: December 19, 2006 - December 19, 2006
Description: Flexural tests of 5 heavily reinforced ECC retrofitted masonry beams with stitch dowels were performed and their load vs displacement responses are given here. "FHRED" stands for "Flexural Heavily Reinforced ECC with Dowels". Each specimen consists of...
Facility: Stanford University, CA, United States


  Experiment-66: Colorado Test 3
Dates: September 09, 2008 - September 09, 2008
Description: Specimen 3 is the third of six 2/3-scale reinforced concrete frames with brick infill tested at the University of Colorado NEES Site. The reinforced concrete frames for the six specimens had the same design but the specimens varied in terms of the presence...
Facility: University of Colorado at Boulder, CO, United States


  Experiment-67: Colorado Test 4
Dates: December 11, 2008 - December 11, 2008
Description: Specimen 4 is the fourth of six 2/3-scale reinforced concrete frames with brick infill tested at the University of Colorado NEES Site. The reinforced concrete frames for the six specimens had the same design but the specimens varied in terms of the presence...
Facility: University of Colorado at Boulder, CO, United States


  Experiment-68: UCSD 3-Story Specimen 1
Dates: November 03, 2008 - November 18, 2008
Description: This experiment was conducted on a 3-story, 2-bay, non-ductile, reinforced concrete frame infilled with unreinforced masonry walls with the High-Performance Outdoor Shake Table at the University of California, San Diego, NEES site in Fall 2008. It was...
Facility: Stanford University, CA, United States
University of California, San Diego, CA, United States
University of Colorado at Boulder, CO, United States
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  Experiment-69: Colorado Test 5
Dates: February 26, 2009 - March 03, 2009
Description: Specimen 5 is the fifth of six 2/3-scale reinforced concrete frames with brick infill tested at the University of Colorado NEES Site. The reinforced concrete frames for the six specimens had the same design but the specimens varied in terms of the presence...
Facility: University of Colorado at Boulder, CO, United States


  Experiment-70: Colorado Test 6
Dates: June 10, 2009 - June 10, 2009
Description: Specimen 6 is the last of six 2/3-scale reinforced concrete frames with brick infill tested at the University of Colorado NEES Site. The reinforced concrete frames for the six specimens had the same design but the specimens varied in terms of the presence...
Facility: University of Colorado at Boulder, CO, United States


  Experiment-71: UCSD 3-Story Specimen 2-Phase 1
Dates: June 30, 2009 - July 09, 2009
Description: A three-story, two-bay reinforced concrete frame infilled with brick masonry walls was tested between June 30 and July 21, 2009 on the large outdoor shake table at the UCSD NEES Site located in the Englekirk Structural Engineering Center of UCSD. The...
Facility: University of California, San Diego, CA, United States
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  Experiment-72: UCSD 3-Story Specimen 2-Phase 2
Dates: July 10, 2009 - July 13, 2009
Description: A three-story, two-bay reinforced concrete frame infilled with brick masonry walls was tested between June 30 and July 21, 2009 on the large outdoor shake table at the UCSD NEES Site located in the Englekirk Structural Engineering Center of UCSD. The...
Facility: University of California, San Diego, CA, United States
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