Arbitrarily shaped reinforced concrete members subject to biaxial bending and axial load-Reference-Cited by-同舟云学术

Arbitrarily shaped reinforced concrete members subject to biaxial bending and axial load

Published:1993-11 Issue:4 Volume:49 Page:643-662
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Dundar C.,Sahin B.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference10 articles.

1. Ultimate flexural capacity of cracked polygonal concrete sections under biaxial bending;Brondum-Nielsen;ACI Jnl,1985

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

3. Biaxially loaded L-shaped reinforced concrete columns;Hsu;J. Struct. Engng, ASCE,1985

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

5. T-shaped reinforced concrete members under biaxial bending and axial compression;Hsu;ACI Jnl,1989

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