Plastic Axial Load and Moment Interaction Curves for Fire-Exposed Steel Sections with Thermal Gradients-Reference-Cited by-同舟云学术

Plastic Axial Load and Moment Interaction Curves for Fire-Exposed Steel Sections with Thermal Gradients

Published:2008-06 Issue:6 Volume:134 Page:874-880
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Garlock Maria E.¹²,Quiel Spencer E.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Princeton Univ., E-328 Engineering Quad, Princeton, NJ 08544.

2. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Princeton Univ., E-321 Engineering Quad, Princeton, NJ 08544.

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%282008%29134%3A6%28874%29

Reference8 articles.

1. Analysis of beams with non-uniform temperature profile due to fire exposure

2. European Committee for Standardization (CEN). (2001). “Design of steel structures. Part 1.2: General rules—Structural fire design.” Eurocode 3 ENV 1993-2-2:2001 Brussels Belgium.

3. SAFIR: A thermal/structural program for modeling structures under fire;Franssen J.-M.;Eng. J.,2005

4. Garlock M. E. M. and Quiel S. E. (2006). “Mechanics of wide-flanged steel sections with thermal gradients due to fire exposure.” Proc. 4th Int. Symp. on Steel Structures (ISSS ’06) Korean Society of Steel Construction (KSSC) 410–419.

5. The behavior of steel perimeter columns in a high-rise building under fire;Garlock M. E. M.;Eng. J.,2007

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