JK Panel, a Novel Three Dimensional Interconnected Reinforcement for Concrete Shear Walls

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This study is devoted to introducing a novel structural wall reinforcement technique, called JK panel. JK panel is a specific 3D steel mesh with vertical and diagonal strips. The main feature of JK panel is its interconnected nature and closely spaced strips that leads to a high confinement for concrete. During this study, using finite element technique, behavior of JK panel is evaluated under monotonic loading. The main emphasis of the current study is on advantages of JK panels as shear wall reinforcement. Therefore, some different reinforcement details are compared with JK panel for one single wall constructed with lightweight EPS concrete. According to obtained results, JK panels can satisfactorily reinforce any concrete wall while they need lower development lengths and they have more redundancy and reliability compared to conventional separated rebars.

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629-634

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December 2012

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] M. Fintel, 1995: Performance of buildings with shear walls in earthquakes of the last thirty years, PCI Journal; 40(3):62-80.

DOI: 10.15554/pcij.05011995.62.80

Google Scholar

[2] ACI 318, 2008, 'Building code requirements for structural concrete (ACI 318-08) and commentary', American Concrete Institute.

DOI: 10.1201/9781420007657.ch36

Google Scholar

[3] D. Palermo and F.J. Vecchio, 2002: Behavior of three-dimensional reinforced concrete shear walls, ACI Structural Journal, 81-89.

Google Scholar

[4] W. Raongjant and M. Jing, 2008: Finite element analysis on lightweight reinforced concrete shear walls with different web reinforcement, The 6th PSU Engineering Conference, p: 61-67.

Google Scholar

[5] D. Dan, A. Fabian and V. Stoian, 2011, Theoretical and experimental study on composite steel-concrete shear walls with vertical steel encased profiles, Journal of Constructional Steel Research, 67: 800-813.

DOI: 10.1016/j.jcsr.2010.12.013

Google Scholar

[6] Abaqus/CAE 6.9.1, 2009, Dassault Systemes Simulia Corp., RI, USA.

Google Scholar

[7] FEMA306, 1998, 'Evaluation of earthquake damaged concrete and masonry wall buildings, Basic procedures manual', Prepared by the Applied Technology Council (ATC43 project) Redwood City, California, funded by federal Emergency Management Agency, Washington, D.C.

Google Scholar

[8] FEMA307, 1998, 'Evaluation of earthquake damaged concrete and masonry wall buildings, Technical resources', Prepared by the Applied Technology Council (ATC43 project) Redwood City, California, funded by federal Emergency Management Agency, Washington, D.C.

Google Scholar