Unified Approach for the Flexural Stability Design of Steel I-Section Members-Reference-Cited by-同舟云学术

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Unified Approach for the Flexural Stability Design of Steel I-Section Members

Published:2005-04-18 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2005
language:
Short-container-title:

Author:

White Donald W.¹

Affiliation:

1. Professor, Structural Engineering, Mechanics and Materials, Georgia Institute of Technology, Atlanta, GA 30332-0355.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40753%28171%29116

Reference22 articles.

1. AASHTO (2004). AASHTO LRFD Bridge Design Specifications 3 rd Edition with 2005 Interim Provisions American Association of State and Highway Transportation Officials Washington D.C.

2. AASHTO (1998). AASHTO LRFD Bridge Design Specifications 2 nd Edition with 1999 2000 2001 2002 and 2003 Interim Provisions American Association of State and Highway Transportation Officials Washington D.C.

3. AISC (2005). Specification for Structural Steel Buildings American Institute of Steel Construction Chicago IL (to appear).

4. AISC (1999). Load and Resistance Factor Design Specification for Structural Steel Buildings American Institute of Steel Construction Chicago IL.

5. AISC (1989). Specification for Structural Steel Buildings: Allowable Stress Design and Plastic Design 9 th Ed. American Institute of Steel Construction Chicago IL.

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