Chapter
Jul 11, 2012

Masonry versus Reinforced Concrete Shear Walls—Should They Be Designed Differently?

Publication: Structures Congress 2012

Abstract

Design provisions for reinforced masonry shear walls (MSJC, 2011) differ in several significant ways from design provisions for reinforced concrete shear walls (ACI 318-11, 2011). Masonry shear walls have distributed flexural reinforcement, while reinforced concrete shear walls often have longitudinal reinforcement concentrated in confined boundary regions. In this paper, the reasons for these differences are reviewed, and areas for possible future harmonization are presented. Designs are compared for masonry shear walls and geometrically similar reinforced concrete shear walls in Seismic Design Category D.

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Go to Structures Congress 2012
Structures Congress 2012
Pages: 1131 - 1142

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Published online: Jul 11, 2012

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Richard E. Klingner [email protected]
L. P. Gilvin Professor in Civil Engineering, The University of Texas at Austin, Austin, TX 78712, USA. E-mail: [email protected]
David I. McLean
Professor, Department of Civil and Environmental Engineering, Washington State University, Pullman, WA 99164, USA.
P. Benson Shing
Professor, Department of Structural Engineering, the University of California at San Diego, La Jolla, CA 92093, USA.

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