Behavior of Unrestrained and Restrained Bare Steel Columns Subjected to Localized Fire-Reference-Cited by-同舟云学术

Behavior of Unrestrained and Restrained Bare Steel Columns Subjected to Localized Fire

Published:2015-10 Issue:10 Volume:141 Page:04014239
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Chao¹,Gross John L.²,McAllister Therese P.²,Li Guo-Qiang³

Affiliation:

1. Guest Scientist, National Institute of Standards and Technology, Gaithersburg, MD 20899-1070 (corresponding author).

2. Research Structural Engineer, National Institute of Standards and Technology, Gaithersburg, MD 20899-1070.

3. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

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.0001225

Reference40 articles.

1. Fire design of steel columns: Effects of thermal gradients

2. The effect of axial restraint on the fire resistance of steel columns

3. ANSYS 14.0 [Computer software]. Canonsburg PA ANSYS.

4. BSI (British Standard Institution). (2002). “Actions on structures—Part 1–2: General rules—Actions on structures exposed to fire.” Eurocode 1 London.

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