Structural Ductility in Hybrid High Performance Steel Beams-Reference-Cited by-同舟云学术

Structural Ductility in Hybrid High Performance Steel Beams

Published:2003-12 Issue:12 Volume:129 Page:1584-1595
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Greco N.¹,Earls C. J.²

Affiliation:

1. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 936 Benedum Hall, Pittsburgh, PA 15261.

2. Associate Professor and William Kepler Whiteford Faculty Fellow, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 936 Benedum Hall, Pittsburgh, PA 15261.

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%282003%29129%3A12%281584%29

Reference30 articles.

1. AASHTO. (1991). Guide specification for alternate load and resistance factor design procedures for steel beam bridges using braced compact sections American Association of State Highway and Transportation Officials Inc. Washington D.C.

2. AASHTO. (1998). LRFD bridge specification American Association of State Highway and Transportation Officials Inc. Washington D.C.

3. ABAQUS . (1999). ABAQUS theory manual Hibbitt Karlsson & Sorensen Inc. Pawtucket R.I.

4. AISC. (1999). Load and resistance factor design specification for structural steel buildings LRFD 3rd Ed. American Institute of Steel Construction Inc. Chicago.

5. American Society of Civil Engineers (ASCE). (1971). Plastic design in steel A guide and commentary American Society of Civil Engineers New York 80.

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