Torsional Brace Strength Requirements for Steel I-Girder Systems-Reference-Cited by-同舟云学术

Torsional Brace Strength Requirements for Steel I-Girder Systems

Published:2020-01 Issue:1 Volume:146 Page:04019185
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Liu Yangqing¹,Helwig Todd²

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China; Visiting Scholar, Univ. of Texas at Austin, 10100 Burnet Rd., Austin, TX 78758.

2. Professor, Associate Chair, and J. Neils Thompson Centennial Teaching Fellowship in Civil Engineering, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, 10100 Burnet Rd., Austin, TX 78758 (corresponding author).

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%29ST.1943-541X.0002482

Reference12 articles.

1. Han L. and T. Helwig. 2016. “Effect of girder continuity and imperfections on system buckling of narrow I-girder systems.” In Proc. Structural Stability Research Concil/North American Steel Construction Conf. Orlando FL: Structural Stability Research Council.

2. Helwig T. J. Yura and K. Frank. 1993. “Bracing forces in diaphragms and cross frames.” In Proc. Structural Stability Research Council Conf. 129–140. Milwakee WI: Structural Stability Research Council.

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