Nonlinear Analysis of Axially Loaded Concrete-Filled Tube Columns with Confinement Effect-Reference-Cited by-同舟云学术

Nonlinear Analysis of Axially Loaded Concrete-Filled Tube Columns with Confinement Effect

Published:2003-10 Issue:10 Volume:129 Page:1322-1329
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hu Hsuan-Teh¹,Huang Chiung-Shiann²,Wu Ming-Hsien³,Wu Yih-Min³

Affiliation:

1. Professor, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan, Taiwan 701, R.O.C.

2. Associate Professor, Dept. of Civil Engineering, National Chiao Tung Univ., Hsinchu, Taiwan 30050, R.O.C.

3. Research Assistant, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan, Taiwan 701, R.O.C.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A10%281322%29

Reference25 articles.

1. American Concrete Institute (ACI). (1999). “Building code requirements for structural concrete and commentary.” ACI 318-99 Detroit.

2. ASCE. (1982). ASCE task committee on concrete and masonry structure state of the art report on finite element analysis of reinforced concrete ASCE New York.

3. Seismic performance of steel-encased concrete column under flexural loading.;Boyd F. P.;ACI Struct. J.,1995

4. Design strength of slender concrete-filled rectangular steel tubes.;Bradford M. A.;ACI Struct. J.,1996

5. Slenderness limits for filled circular steel tubes

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