Steel Columns Subjected to Thermal Gradients from Fire Loading: Experimental Evaluation-Reference-Cited by-同舟云学术

Steel Columns Subjected to Thermal Gradients from Fire Loading: Experimental Evaluation

Author:

Choe Lisa¹,Agarwal Anil²,Varma Amit H.³

Affiliation:

1. Research Structural Engineer, National Institute of Standards and Technology, 100 Bureau Dr., Gaithersburg, MD 20899 (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Sangareddy, Telangana 502285, India.

3. Professor, School of Civil and Environmental Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference33 articles.

1. ABAQUS version 6.12 [Computer software]. Hibbitt Karlsson and Sorenson Pawtucket RI.

3. Design of steel columns at elevated temperatures due to fire: Effects of rotational restraints;Agarwal A.;Eng. J. Am. Inst. Steel Constr.,2011

4. AISC. (2010). “Specification for structural steel buildings.” AISC 360-10 Chicago.

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