Moment Connections to Circular Concrete-Filled Steel Tube Columns

Author:

Azizinamini Atorod1,Schneider Stephen P.2

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Nebraska, Lincoln, NE 68588 (corresponding author).

2. Kramer-Gehlen & Assoc., 400 Columbia St., Suite 240, Vancouver, WA 98660.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference17 articles.

1. American Concrete Institute/American Society of Civil Engineers Committee 352 (ACI-ASCE 352). (1985). “Recommendations for design of beam-column joints in monolithic reinforced concrete structures.” ACI J. 83(3) 266–283.

2. American Concrete Institute Committee 318 (ACI 318). (1995). Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95) American Concrete Institute Detroit.

3. American Institute of Steel Construction (AISC). (1994). “Load and resistance factor design.” American Institute of Steel Construction Chicago.

4. Connections to concrete-filled tube columns.;Ansourian P.;Int. Assoc. Bridge Struct. Eng.,1976

5. Applied Technology Council (ATC-24). (1992). “Guidelines of cyclic seismic testing on components for steel structures.” Applied Technology Council Redwood City Calif.

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