Axial Load Behavior of Stiffened Concrete-Filled Steel Columns

Author:

Huang C. S.1,Yeh Y.-K.2,Liu G.-Y.2,Hu H.-T.3,Tsai K. C.4,Weng Y. T.5,Wang S. H.6,Wu M.-H.7

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, National Chiao Tung Univ., 1001 Ta-Hsueh Rd., Hsinchu, Taiwan 30050.

2. Associate Research Fellow, National Center for Research on Earthquake Engineering, Taipei, Taiwan 10617.

3. Professor, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan, Taiwan 70101.

4. Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei, Taiwan 10617.

5. Graduate Student, Dept. of Civil Engineering, National Taiwan Univ., Taipei, Taiwan 10617.

6. Former Graduate Student, Dept. of Civil Engineering, National Taiwan Univ., Taipei, Taiwan 10617.

7. Former Graduate Student, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan, Taiwan 70101.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference25 articles.

1. American Institute of Steel Construction (AISC). (1994). Manual of steel construction: Load and resistance factor design (LRFD) 2nd Ed. Chicago.

2. American Institute of Steel Construction Inc. (AISC). (1997) Seismic provisions for structural steel buildings Chicago.

3. Architectural Institute of Japan (AIJ) (1997). Recommendations for design and construction of concrete-filled steel tubular structures Tokyo Japan.

4. ASTM. (1991). “ASTM standards in building codes: specifications test methods practices classifications terminology ” Philadelphia.

5. British Standards Institution (BST). (1994). Design of composite steel and concrete structures. Eurocode 4 ENV 1994-1-1 London.

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