CHANNEL-SHAPED REINFORCED CONCRETE COMPRESSION MEMBERS UNDER BIAXIAL BENDING.

Document Type

Article

Publication Date

5-1-1987

Abstract

Results of an experimental and analytical investigation on the strength and deformation of biaxially loaded short and tied columns and shear walls with channel-shaped cross sections are presented. The study explores the behavior of five columns and six shearwalls (two of them made of high-strength concrete) under loads monotonically up to failure. The strength interaction curves and load contours of channel-shaped compression members are presented to provide advice for design recommendations and a design example is given to provide possible design procedures.

Identifier

0023348609 (Scopus)

Publication Title

ACI Structural Journal

ISSN

08893241

First Page

201

Last Page

211

Issue

3

Volume

84

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