Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/83212
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dc.contributor.authorMa, Jiaxingen
dc.contributor.authorZhang, Zhongwenen
dc.contributor.authorLi, Bingen
dc.date.accessioned2018-07-12T07:01:14Zen
dc.date.accessioned2019-12-06T15:14:07Z-
dc.date.available2018-07-12T07:01:14Zen
dc.date.available2019-12-06T15:14:07Z-
dc.date.issued2018en
dc.identifier.citationMa, J., Zhang, Z., & Li, B. (2018). Experimental Assessment of T-Shaped Reinforced Concrete Squat Walls. ACI Structural Journal, 115(3), 621-634.en
dc.identifier.issn0889-3241en
dc.identifier.urihttps://hdl.handle.net/10356/83212-
dc.description.abstractReinforced concrete (RC) T-shaped walls have been studied by many researchers over the past decades due to their popularity. Among them, however, few investigations are conducted regarding T-shaped squat walls, especially for their seismic behaviors under nonprincipal bending action. To build the database and improve the understanding of structural walls, reversed cyclic tests of four RC T-shaped squat walls were conducted under displacement control. The variables were axial loads and lateral loading directions. Seismic responses of specimens were presented and assessed in detail from various aspects. Nonlinear section analyses and finite element modeling were also performed to facilitate investigations. The results indicated a significant shear lag effect exited in some T-shaped squat walls, which distinctly affected the strength and stiffness of test specimens. It was also found the impact of the shear lag effect increased with additional axial loads, and decreased as the test progressed.en
dc.format.extent14 p.en
dc.language.isoenen
dc.relation.ispartofseriesACI Structural Journalen
dc.rights© 2018 American Concrete Institute. This paper was published in ACI Structural Journal and is made available as an electronic reprint (preprint) with permission of American Concrete Institute. The published version is available at: [http://dx.doi.org/10.14359/51701294]. One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.en
dc.subjectLateral Loading Directionen
dc.subjectEffective Stiffnessen
dc.titleExperimental assessment of t-shaped reinforced concrete squat wallsen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.contributor.schoolSchool of Materials Science & Engineeringen
dc.identifier.doi10.14359/51701294en
dc.description.versionPublished versionen
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item.grantfulltextopen-
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