Biaxially loaded L-shaped reinforcedconcrete columns

Document Type

Article

Publication Date

1-1-1985

Abstract

Results of an experimental and analytical investigation on the strengthand deformation of biaxially loaded short and tied columns with L-shaped crosssection are presented. The study explores the behavior of reinforced concrete/columns under loads monotonically up to failure. A few tests loaded cyclically/are also compared with those loaded monotonically. The strength interactioncurves and load contours of L-shaped columns based on analysis and some testresults are shown in this paper to provide advice for design information. Twodesign examples are given to provide possible design procedure. © ASCE.

Identifier

0022389776 (Scopus)

Publication Title

Journal of Structural Engineering United States

External Full Text Location

https://doi.org/10.1061/(ASCE)0733-9445(1985)111:12(2576)

ISSN

07339445

First Page

2576

Last Page

2595

Issue

12

Volume

111

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