dc.contributor.author | Lequesne, Rémy D. | |
dc.contributor.author | Parra-Montesinos, Gustavo | |
dc.contributor.author | Wight, James K. | |
dc.date.accessioned | 2017-03-16T18:17:27Z | |
dc.date.available | 2017-03-16T18:17:27Z | |
dc.date.issued | 2016 | |
dc.identifier.citation | Lequesne, R. D., Parra-Montesinos, G. J., and Wight, J. K., "Seismic Response of Fiber-Reinforced Concrete Coupled Walls," ACI Structural Journal, 113(3), 2016, pp. 435-445. | en_US |
dc.identifier.uri | http://hdl.handle.net/1808/23430 | |
dc.description.abstract | The behavior of coupled T-shaped structural walls was studied through tests of two large-scale four-story specimens under
reversed cyclic lateral displacements. The use of tensile strainhardening, high-performance fiber-reinforced concrete (HPFRC)
in coupling beams and walls was evaluated as a means to reduce diagonal and confinement reinforcement. The Specimen CW-1 walls were constructed with reinforced concrete (RC) designed to satisfy ACI Building Code (ACI 318-08) seismic provisions. The walls in Specimen CW-2 were constructed with HPFRC and reduced shear and confinement reinforcement. Each specimen included one RC and three HPFRC precast coupling beams with span-depth ratios of 1.75. Both specimens sustained 80% of the peak lateral strength through loading cycles to at least 2.5% drift. Inelastic flexural deformations were more concentrated near the foundation in the HPFRC walls than in the RC walls, which led to a higher curvature demand at the base of the HPFRC walls. Although the walls in both specimens exhibited a flexuraldominated behavior, shear distortions in the first story of the walls reached 0.01 rad. Detailed data are presented regarding specimen behavior, including wall and coupling beam deformations. | en_US |
dc.publisher | American Concrete Institute | en_US |
dc.relation.isversionof | https://iri.ku.edu/reports | en_US |
dc.subject | Confinement | en_US |
dc.subject | Coupled wall | en_US |
dc.subject | Coupling beam | en_US |
dc.subject | Earthquake | en_US |
dc.subject | Fibers | en_US |
dc.subject | Reinforced concrete (RC) | en_US |
dc.subject | Shear | en_US |
dc.title | Seismic Response of Fiber-Reinforced Concrete Coupled Walls | en_US |
dc.type | Article | en_US |
kusw.kuauthor | Lequesne, Rémy D. | |
kusw.kudepartment | Infrastructure Reseach Institude | en_US |
kusw.oastatus | na | |
kusw.oaversion | Scholarly/refereed, publisher version | en_US |
kusw.oapolicy | This item meets KU Open Access policy criteria. | en_US |
dc.rights.accessrights | openAccess | |