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|Executive Summary:||Download Document|
|PI(s):||Gustavo Jose Parra-Montesinos, Carol K Shield|
|Dates:||September 01, 2009 - August 31, 2012|
|Facility:||University of Minnesota-Twin Cities, MN, United States|
|Organization(s):||University of Michigan, MI, United States|
Structural systems that consist of slabs directly supported by columns or flat plate frame systems are widely used in concrete construction because of their architectural appearance, functionality, and economy. In regions of high seismic hazard, they... (more)
|Sponsor:||NSF - 0936519 (view)|
Assessment of Punching Shear Vulnerability (view)
|Group Space:||Project:Assessment of Punching Shear Vulnerability of Slab-Column Connections with Shear Stud Reinforcement|
|Report on Data Status:||View Report|
Eric Michael Matzke, "Punching Shear Strength and Drift Capacity of Slab-Column Connections with Headed Shear Stud Reinforcement Subjected to Combined Gravity Load and Biaxial-Lateral Displacements" (view)
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|Data Re-use Status:||This Project does not reuse data from other projects.|