Affiliation:
1. Earthquake Engineering and Structural Dynamics Laboratory (EESD), School of Architecture, Civil and Environmental Engineering (ENAC), École Polytechnique Fédérale de Lausanne (EPFL), 1015 Lausanne, Switzerland
Abstract
The present data paper describes an experimental campaign on five thin T-shaped reinforced concrete walls (DOI: 10.6084/m9.figshare.3490754.v2), which includes: details on the test units, materials, test setup, loading protocol, instrumentation, main features of each unit's response, organization of the provided test data, and examples of derived data. The tests aimed at assessing the influence of wall thickness on member stability, the role of lap splices on damage distribution and displacement ductility, and the effects of the simultaneous application of out-of-plane loading on the member response. A set of five companion test reports, one for each of the tested units, are included in the data set and supplement the present manuscript.
Subject
Geophysics,Geotechnical Engineering and Engineering Geology
Reference23 articles.
1. Influence of Lap Splices on the Deformation Capacity of RC Walls. I: Database Assembly, Recent Experimental Data, and Findings for Model Development
2. Quasi-Static Cyclic Tests of Two U-Shaped Reinforced Concrete Walls
3. BimschasM. 2010. Displacement Based Seismic Assessment of Existing Bridges in Regions of Moderate Seismicity, Ph.D. Thesis, ETH Zurich, Switzerland.
4. BirelyA. C. 2012. Seismic Performance of Slender Reinforced Concrete Structural Walls, Ph.D. Thesis, University of Washington.
5. BrueggenB. L. 2009. Performance of T-Shaped Reinforced Concrete Structural Walls under Multi-Directional Loading, Ph.D. Thesis, University of Minnesota, Minneapolis.
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