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Performance-based design of squat concrete walls of conventional and composite construction
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW4
Dates: February 28, 2011 - March 10, 2011
Description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-2: Hybrid Simulation of the Seismic Response of Squat Reinforced Concrete Walls - Wall 1 Test
Dates: September 16, 2011 - September 16, 2011
Description: Reinforced concrete structural walls are commonly used in industrial and nuclear facilities as primary seismic lateral-force-resisting components. However, there is significant uncertainty about expected strengths, deformation capacities, and failure...
Facility: University of California, Berkeley, CA, United States


  Experiment-3: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW2
Dates: May 25, 2011 - June 01, 2011
Description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-4: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW1
Dates: July 12, 2011 - July 19, 2011
Description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-6: Hybrid Simulation of the Seismic Response of Squat Reinforced Concrete Walls - Wall 2 Test
Dates: December 14, 2011 - December 14, 2011
Description: Reinforced concrete structural walls are commonly used in industrial and nuclear facilities as primary seismic lateral-force-resisting components. However, there is significant uncertainty about expected strengths, deformation capacities, and failure...
Facility: University of California, Berkeley, CA, United States


  Experiment-7: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW7
Dates: September 30, 2011 - October 06, 2011
Description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-8: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW6
Dates: November 22, 2011 - December 01, 2011
Description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-9: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW5
Dates: January 31, 2012 - February 13, 2012
Description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-10: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW3
Dates: May 03, 2011 - May 11, 2011
Description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-11: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW8
Dates: April 23, 2012 - April 27, 2012
Description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-12: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW9
Dates: May 17, 2012 - May 21, 2012
Description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-13: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW10
Dates: June 07, 2012 - June 18, 2012
Description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-14: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW11
Dates: July 30, 2012 - August 01, 2012
Description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-15: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW12
Dates: August 22, 2012 - August 27, 2012
Description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-16: Steel-Plate Composite Shear Wall - Specimen No.1 (SC1)
Dates: November 16, 2012 - November 20, 2012
Description: An experimental study investigated the behavior of large-scale steel-plate composite (SC) walls subjected to cyclic lateral loading. Four large-size specimens (SC1 through SC4) were constructed and tested under displacement-controlled cyclic loading...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-17: Steel-Plate Composite Shear Wall - Specimen No.2 (SC2)
Dates: December 03, 2012 - December 03, 2012
Description: An experimental study investigated the behavior of large-scale steel-plate composite (SC) walls subjected to cyclic lateral loading. Four large-size specimens (SC1 through SC4) were constructed and tested under displacement-controlled cyclic loading...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-18: Steel-Plate Composite Shear Wall - Specimen No.3 (SC3)
Dates: January 29, 2013 - January 29, 2013
Description: An experimental study investigated the behavior of large-scale steel-plate composite (SC) walls subjected to cyclic lateral loading. Four large-size specimens (SC1 through SC4) were constructed and tested under displacement-controlled cyclic loading...
Facility: State University of New York at Buffalo, NY, United States


  Experiment-19: Steel-Plate Composite Shear Wall - Specimen No.4 (SC4)
Dates: February 12, 2013 - February 12, 2013
Description: An experimental study investigated the behavior of large-scale steel-plate composite (SC) walls subjected to cyclic lateral loading. Four large-size specimens (SC1 through SC4) were constructed and tested under displacement-controlled cyclic loading...
Facility: State University of New York at Buffalo, NY, United States
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