Buckling of Steel Columns at Elevated Temperatures-Reference-Cited by-同舟云学术

Buckling of Steel Columns at Elevated Temperatures

Published:1973-04 Issue:4 Volume:99 Page:715-726
ISSN:0044-8001
Container-title:Journal of the Structural Division
language:en
Short-container-title:J. Struct. Div.

Author:

Culver Charles¹,Aggarwal Vinod²,Ossenbruggen Paul³

Affiliation:

1. Disaster Research Coordinator, Center for Building Tech., National Bureau of Standards, Washington, D.C.; formerly Assoc. Prof. of Civ. Engrg., Carnegie-Mellon Univ., Pittsburgh, Pa.

2. Design Engr., Reliance Contracting Co., Pittsburgh, Pa.

3. Asst. Prof. of Civ. Engrg., Northeastern Univ., Boston, Mass.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JSDEAG.0003488

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1. Inelastic buckling of pin-ended steel columns under longitudinal non-uniform temperature distribution;Journal of Constructional Steel Research;2009-01

2. Buckling of elastically restrained steel columns under longitudinal non-uniform temperature distribution;Journal of Constructional Steel Research;2008-01

3. Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire -Chapter 1 Preface-;Fire Science and Technology;2007

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