Modeling and Behavior of Steel Plate Connections Subject to Various Fire Scenarios-Reference-Cited by-同舟云学术

Modeling and Behavior of Steel Plate Connections Subject to Various Fire Scenarios

Published:2010-07 Issue:7 Volume:136 Page:897-906
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Garlock Maria E.¹²,Selamet Serdar¹²

Affiliation:

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

2. Graduate Student, Dept. of Civil and Environmental Engineering, E321 Engineering Quad, Princeton Univ., 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%29ST.1943-541X.0000179

Reference20 articles.

1. ABAQUS version 6.8; documentation (2008). DS-Simulia Providence R.I.

2. Performance of beam-to-column joints in fire—A review

3. The behavior of full-scale steel-framed buildings subjected to compartment fires;Bailey C. G.;Struct. Eng.,1999

4. Beitel J. and Iwankiw N. (2002). “Analysis of needs and existing capabilities for full-scale fire resistance testing.” Rep. No. NIST GCR 02-843 NIST Gaithersgurg Md. 1–86.

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