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Wall with lap splices of length of 60 bar diameters and unconfined boundary elements
All experiments are public and curated. DOIs were assigned.
Complete - 07/15/2014
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|Executive Summary:||Download Document|
|Dates:||July 20, 2011 - August 09, 2014|
|Facility:||Purdue University at West Lafayette, IN, United States|
|Organization(s):||Purdue University at West Lafayette, IN, United States|
Discontinuities in the geometry and the reinforcement of structural walls create stress concentrations that have detrimental effects on wall seismic response. This study focused on discontinuities associated with changes in the geometry of the cross... (more)
|Sponsor:||ERICO International Corporation - n/a - Experiments 1 through 6|
Seismic response of RC walls with discontinuities (view)
Seismic response of structural walls with discontinuities (view)
Seismic Response of Structural Walls with Discontinuities (view)
|Group Space:||Project:Seismic Response of Structural Walls with Geometric and Reinforcement Discontinuities|
|Report on Data Status:||View Report|
A. Klenke D. Escolano-Margarit, "Failure Mechanism of Reinforced Concrete Structural Walls with and without Confinement" (view)
Enrique Villalobos, "Seismic Response of Structural Walls with Geometric and Reinforcement Discontinuities" (view)
John Hardisty, Enrique Villalobos, Brian Richter, Santiago Pujol (2015). "Lap Splices in Unconfined Boundary Elements", Concrete International, V. 37, No. 1, January, pp. 51-58 ( view )
|Data Re-use Status:||This Project does not reuse data from other projects.|