Static behavior of T-shaped concrete-filled steel tubular columns subjected to concentric and eccentric compressive loads-Reference-Cited by-同舟云学术

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Static behavior of T-shaped concrete-filled steel tubular columns subjected to concentric and eccentric compressive loads

Published:2015-10 Issue: Volume:95 Page:374-388
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Yang Yuanlong,Wang Yuyin,Fu Feng,Liu Jingchen

Funder

National Natural Science Foundation of China

Ministry of Housing and Urban–Rural Development of the People's Republic of China

Urban and Rural Housing Construction in Gansu Province

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Design aids for L-shaped reinforced concrete columns;Joaquin;ACI Struct. J.,1979

2. T-shaped reinforced concrete members under biaxial bending and axial compression;Cheng;ACI Struct. J.,1989

3. Computer aided analysis of reinforced concrete columns subjected to axial compression and bending – I L-shaped sections;Mallikarjuna;Comput. Struct.,1992

4. Computer-aided analysis of reinforced concrete columns subjected to axial compression and bending. Part II: T-shaped sections;Mahadevappa;Comput. Struct.,1994

5. Arbitrarily shaped reinforced concrete members subjected to biaxial bending and axial load;Dundar;Comput. Struct.,1993

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