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Highly-Damage-Tolerant Slab-Column Frame Systems
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Test Setup and First Specimen

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Curation progress:

This project was originally curated in 2009 and enhanced in 2011. Metadata were reviewed and if necessary corrected, visualization files were added. Additional documentation if missing was supplemented. This project may contain files that were not contributed by the original research team during their project.

Complete - 08/31/2011

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PI(s): Gustavo Jose Parra-Montesinos
Dates: NSF - 0421180 (view)
Facility: University of Michigan, MI, United States
University of Minnesota-Twin Cities, MN, United States
Organization(s): University of Michigan, MI, United States
University of Minnesota-Twin Cities, MN, United States
Description:
Structural systems that combine reinforced concrete (RC) slab-column frames with moment resisting frames or shear walls find wide applications in zones of moderate and high seismicity. Due to combination of lateral displacements imposed during earthquakes... (more)
Website(s): NEES@Minnesota (view)
Group Space: Project:Highly-Damage-Tolerant Slab-Column Frame Systems
Report on Data Status: View Report
Equipment: View Details
Tools: inDEED
Publications:
Min-Yuan Cheng; Gustavo Parra-Montesinos, "UMCEE 09-01: Punching Shear Strength and Deformation Capacity of Fiber Reinforced Concrete Slab-Column Connections Under Earthquake-Type Loading" (view)
Min-Yuan Cheng; Gustavo Parra-Montesinos, "Evaluation of Steel Fiber Reinforcement for Punching Shear Resistance in Slab-Column Connections-Part I: Monotonically Increased Load" (view)
Min-Yuan Cheng; Gustavo Parra-Montesinos, "Evaluation of Steel Fiber Reinforcement for Punching Shear Resistance in Slab-Column Connections-Part II: Lateral Displacement Reversals" (view)
Documentation:
Analysis:
No files available
Images:
Project images not available.
Tags (keywords):
  1. Slab Column Connection
  2. Punching Shear
  3. Smart Structure Technologies
  4. Self-Performance Monitoring
  5. Multi-Axial Subassemblage Testing
  6. Reinforced Concrete
  7. High-Strength Concrete
  8. Fiber Reinforced Concrete
  9. Lateral Displacement
Data Re-use Status: This Project does not reuse data from other projects.