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Testing and Modeling of Reinforced Concrete Coupling Beams
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Test of Diagonally Reinforced Coupling Beam at Aspect Ratio 2.4 with Full Confinement (CB24F)
Dates: May 03, 2007 - May 04, 2007
Description: This experiment consists of cyclic testing of a diagaonlly reinforced concrete coupling beam with confinement around the entire cross section. This confinement represents the new detailing option introduced in ACI 318-08. The beam has aspect ratio (ln...
Facility: University of California, Los Angeles, CA, United States


  Experiment-2: Test of Diagonally Reinforced Coupling Beam at Aspect Ratio 2.4 with Diagonal Confinement (CB24D)
Dates: May 24, 2007 - May 25, 2007
Description: This experiment consists of cyclic testing of a diagaonlly reinforced concrete coupling beam with confinement around the diagonal bundles. This confinement represents the only detailing option available prior to ACI 318-08. The beam has aspect ratio (...
Facility: University of California, Los Angeles, CA, United States


  Experiment-3: Test of Diagonally Reinforced Coupling Beam at Aspect Ratio 2.4 with Full Confinement and RC Slab (CB24F-RC)
Dates: December 19, 2007 - December 19, 2007
Description: This experiment consists of cyclic testing of a diagaonlly reinforced concrete coupling beam with confinement around the entire cross section. This confinement represents the new detailing option introduced in ACI 318-08. The beam has aspect ratio (ln...
Facility: University of California, Los Angeles, CA, United States


  Experiment-4: Test of Diagonally Reinforced Coupling Beam at Aspect Ratio 2.4 with Full Confinement and PT Slab (CB24F-PT)
Dates: January 24, 2008 - January 25, 2008
Description: This experiment consists of cyclic testing of a diagaonlly reinforced concrete coupling beam with confinement around the entire cross section. This confinement represents the new detailing option introduced in ACI 318-08. The beam has aspect ratio (ln...
Facility: University of California, Los Angeles, CA, United States


  Experiment-5: Test of Diagonally Reinforced Coupling Beam at Aspect Ratio 2.4 with 1/2 of Full Confinement and PT Slab (CB24F-1/2-PT)
Dates: February 14, 2008 - February 15, 2008
Description: This experiment consists of cyclic testing of a diagaonlly reinforced concrete coupling beam with confinement around the entire cross section. This confinement represents the new detailing option introduced in ACI 318-08. However, in this experiment,...
Facility: University of California, Los Angeles, CA, United States


  Experiment-6: Test of Diagonally Reinforced Coupling Beam at Aspect Ratio 3.33 with Full Confinement (CB33F)
Dates: March 22, 2007 - March 23, 2007
Description: This experiment consists of cyclic testing of a diagaonlly reinforced concrete coupling beam with confinement around the entire cross section. This confinement represents the new detailing option introduced in ACI 318-08. The beam has aspect ratio (ln...
Facility: University of California, Los Angeles, CA, United States


  Experiment-7: Test of Diagonally Reinforced Coupling Beam at Aspect Ratio 3.33 with Diagonal Confinement (CB33D)
Dates: March 09, 2007 - March 10, 2007
Description: This experiment consists of cyclic testing of a diagaonlly reinforced concrete coupling beam with confinement around the diagonal bundles. This confinement represents the only detailing option available prior to ACI 318-08. The beam has aspect ratio (...
Facility: University of California, Los Angeles, CA, United States


  Experiment-8: Test of Conventionally Reinforced Frame Beam at Aspect Ratio 3.33 (FB33)
Dates: November 29, 2007 - November 29, 2007
Description: This experiment consists of cyclic testing of a conventionally reinforced concrete coupling beam, or a reinforced concrete frame beam. The beam has aspect ratio (ln/h) 3.33 to represent typical office construction. The specimen is designated as FB33...
Facility: University of California, Los Angeles, CA, United States
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