Brace-Beam-Column Connections for Concentrically Braced Frames with Concrete Filled Tube Columns-Reference-Cited by-同舟云学术

Brace-Beam-Column Connections for Concentrically Braced Frames with Concrete Filled Tube Columns

Published:2004-02 Issue:2 Volume:130 Page:233-243
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

MacRae Gregory¹,Roeder Charles W.²,Gunderson Chad³,Kimura Yoshihiro⁴

Affiliation:

1. Associate Professor, Civil Engineering, Univ. of Washington, Seattle, WA 98195-2700 (corresponding author).

2. Professor, Civil Engineering, Univ. of Washington, Seattle, WA 98195-2700.

3. Engineer, Toltz, King, Duvall, Anderson & Assoc., Inc., St. Paul, MN 55101-2140.

4. Associate Researcher, Arch. Eng., Tokyo Inst. of Tech., 2-12-1 Meguro-ku, Tokyo 152-8552, Japan.

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%282004%29130%3A2%28233%29

Reference20 articles.

1. ACI. (1995). Building code requirements for reinforced concrete (ACI 318-99) and commentary.

2. AISC. (1994). Manual of steel construction LRFD American Institute of Steel Construction Chicago.

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

4. Azizinamini A. (1997). “Development of detail and design criteria for steel beams to CFT.” Progress Rep. at joint USJTCC Meeting Monterey Calif. October.

5. Cameron B. (1997). “Bond behavior in concrete filled tube composite columns.” MSCE Thesis Dept. of Civil and Environmental Engineering Univ. of Washington Seattle.

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