Behaviour of reinforced and concrete-encased composite columns subjected to biaxial bending and axial load-Reference-Cited by-同舟云学术

Behaviour of reinforced and concrete-encased composite columns subjected to biaxial bending and axial load

Published:2008-06 Issue:6 Volume:43 Page:1109-1120
ISSN:0360-1323
Container-title:Building and Environment
language:en
Short-container-title:Building and Environment

Author:

Dundar Cengiz,Tokgoz Serkan,Tanrikulu A. Kamil,Baran Tarik

Publisher

Elsevier BV

Subject

Building and Construction,Geography, Planning and Development,Civil and Structural Engineering,Environmental Engineering

Reference34 articles.

1. Concrete columns under biaxially eccentric thrust;Furlong;ACI Journal October,1979

2. Ultimate flexural capacity of fully prestressed, partially prestressed, arbitrary concrete sections under symmetric bending;Brondum-Nielsen;ACI Journal,1986

3. Biaxially loaded L-shaped reinforced concrete columns;Hsu;Journal of Structural Engineering ASCE,1985

4. Channel-shaped reinforced concrete compression members under biaxial bending;Hsu;ACI Structural Journal,1987

5. Concrete box sections under biaxial bending and axial load;Dundar;Journal of Structural Engineering,1990

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