DATASET: Results from Cyclic Tests of Earthquake-Resistant Rectangular Walls with Mechanically-Spliced High-Strength Reinforcement
Lepage, Andrés
Lepage, Andrés
Citations
Altmetric:
Abstract
This dataset includes results from tests of three reinforced-concrete walls with mechanical splices at the base under reversed cyclic lateral displacements. Details of the specimens are reported in Neupane et al. (2025). The reported data include drift ratio, lateral force (of each actuator), lateral wall displacement at the elevation of the actuator (called “P6_HL_WS10”), reinforcement strain, 3D coordinates of optical (Optotrak) markers on the bottom 100 in. of the wall, and the total lateral force. The data are provided in separate text files for each of the three 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:
Neupane, U., Lequesne, R. D., Lepage, A., and Darwin, D., 2025, Mechanically-Spliced High-Strength Steel Bars in Earthquake-Resistant Walls, SM Report No. 165, The University of Kansas Center for Research, Inc., Lawrence, KS. https://hdl.handle.net/1808/35869
Date
2024-01-17
Journal Title
Journal ISSN
Volume Title
Publisher
University of Kansas
Research Projects
Organizational Units
Journal Issue
Keywords
Bar fracture, Cyclic loading, Drift ratio capacity, Mechanical splices
Citation
Neupane, U., Lequesne, R. D., Lepage, A., and Darwin, D., DATASET: Results from Cyclic Tests of Earthquake-Resistant Rectangular Walls Mechanically-Spliced High-Strength Reinforcement, KU Scholarworks, Lawrence, KS, January 2025. https://hdl.handle.net/1808/35804