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DATASET: Results from Cyclic Tests of Reinforced Concrete Column-Foundation Connections

Neupane, Utsav
; 
Niyonyungu, Ferdinand
; 
Lequesne, Rémy D.
; 
Lepage, Andrés
; 
Darwin, David
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Abstract
This dataset includes results from tests of six reinforced-concrete column-foundation connections under fully-reversed cyclic lateral displacements. Details of the specimens are reported in Niyonyungu et al. (2024) and Neupane et al. (2024). The reported data include drift ratio, lateral force, lateral column displacement at the elevation of the actuator (called “LVDT”), reinforcement strain, and the 3D coordinates of optical (Optotrak) markers on the surface of the specimens. The data are provided in separate text files for each of the six specimens. An “Instrumentation Details” file is also provided that shows the location and naming scheme for each of the instruments.
Description
This dataset contains results of the tests reported in the following: Niyonyungu, F., Lequesne, R. D., Lepage, A., and Darwin, D., 2024, Deformation Capacity of Reinforced Concrete Column-to-Foundation Connections with Anchorage/Breakout Failures, SM Report No. 161, The University of Kansas Center for Research, Inc., Lawrence, KS, 182 pp., https://hdl.handle.net/1808/35517 Neupane, U., Lequesne, R. D., Lepage, A., and Darwin, D., 2024, Behavior of Earthquake-Resistant Reinforced Concrete Column-Foundation Connections, SM Report No. 162, The University of Kansas Center for Research, Inc., Lawrence, KS, 250 pp., https://hdl.handle.net/1808/35578
Date
2025-01-17
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Publisher
University of Kansas
Collections
Civil, Environmental & Architectural Engineering Scholarly Works
Infrastructure Research Institute Scholarly Works
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CF Data-20250117T194536Z-001.zip
ZIP (Compressed archive file), 133.77 MB
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Keywords
Breakout failure, Cyclic loading, Column-foundation connections, Drift ratio capacity
Citation
Neupane, U., Niyonyungu, F., Lequesne, R. D., Lepage, A., and Darwin, D., DATASET: Results from Cyclic Tests of Reinforced Concrete Column-Foundation Connections, KU Scholarworks, Lawrence, KS, January 2025. https://hdl.handle.net/1808/35803
URI
https://hdl.handle.net/1808/35803
DOI
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