Global Lateral Buckling of I-Shaped Girder Systems

Author:

Yura Joseph1234,Helwig Todd1234,Herman Reagan1234,Zhou Chong1234

Affiliation:

1. Professor Emeritus in Civil Engineering, Univ. of Texas at Austin, 10100 Burnet Rd., Bldg. 177, Austin, TX 78758.

2. Assistant Professor, Univ. of Texas at Austin, 10100 Burnet Rd., Bldg. 177, Austin, TX 78758 (corresponding author). E-mail: thelwig@mail.utexas.edu

3. Research Assistant Professor, Dept. of Civil Engineering, John Hopkins Univ., Latrobe Hall 210, Baltimore, MD 21218.

4. Senior Specialist, Technip USA, 11700 Old Katy Rd., Houston, TX 77079.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference14 articles.

1. AISC. (2005). “Specification for structural steel buildings March 7 2005.” Chicago.

2. ANSYS Inc. (2003). Finite element program users’ manual version 8.0 Houston.

3. Behavior of Steel Box Girders with Top Flange Bracing

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