Blast Modeling of Steel Frames with Simple Connections-Reference-Cited by-同舟云学术

Blast Modeling of Steel Frames with Simple Connections

Published:2014-01 Issue:1 Volume:140 Page:04013027
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Stoddart E. P.¹,Byfield M. P.²,Tyas A.³

Affiliation:

1. School of Civil Engineering and the Environment, Univ. of Southampton, Southampton SO17 1BJ, U.K.

2. School of Civil Engineering and the Environment, Univ. of Southampton, Southampton SO17 1BJ, U.K. (corresponding author).

3. Dept. of Civil and Structural Engineering, Univ. of Sheffield, Sheffield S1 3JD, U.K.

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.0000778

Reference28 articles.

1. Spring-stiffness model for flexible end-plate bare-steel joints in fire

2. Baker J. F. Williams E. L. and Lax D. (1948). “The civil engineer in war—volume 3.” A Symp. of Papers on War-time Engineering Problems Institution of Civil Engineers London UK.

3. The economic design of multi-storey steel framed buildings to resist terrorist attack;Byfield M. P.;Struct. Eng.,2004

4. Behavior and Design of Commercial Multistory Buildings Subjected to Blast

5. Catenary action in steel-framed buildings

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