Effects of Core Concrete Initial Imperfection on Performance of Eccentrically Loaded CFST Columns-Reference-Cited by-同舟云学术

Effects of Core Concrete Initial Imperfection on Performance of Eccentrically Loaded CFST Columns

Author:

Han Lin-Hai¹,Ye Yong²,Liao Fei-Yu³

Affiliation:

1. Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, P.R. China (corresponding author).

2. Postdoctoral Fellow, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, P.R. China.

3. Associate Professor, College of Transportation and Civil Engineering, Fujian Agriculture and Forestry Univ., Fuzhou 350002, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference23 articles.

1. ABAQUS [Computer software]. Simulia Providence RI.

2. AISC. (2010). “Specification for structural steel buildings.” ANSI/AISC 360-10 Chicago.

3. Stress-strain relationship of confined and unconfined concrete;Attard M. M.;ACI Mater. J.,1996

4. CEN (European Committee for Standardization). (2005). “Design of composite steel and concrete structures.” Eurocode 4 Brussels Belgium.

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