On the efficiency of an eccentric brace on a column and the collapse of the Hartford Coliseum-Reference-Cited by-同舟云学术

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On the efficiency of an eccentric brace on a column and the collapse of the Hartford Coliseum

Published:1990-01 Issue:4 Volume:16 Page:281-305
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Gengshu Tong,Shaofan Chen

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Construction Disasters, Design Failures, Causes and Prevention;Ross,1984

2. Hartford Coliseum roof collapse: structural collapse sequence and lessons learned;Smith;Civil Engng, ASCE,1980

3. Torsional buckling study of Hartford Coliseum;Loomis;J. Struct. Div., ASCE,1980

4. Ultimate strength of columns laterally braced by girt-diaphragm systems;Massicotte;Canad. J. Civil Engng,1989

5. Bracing requirements in thin-walled structures;Trahair,1984

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3. Buckling behavior of a circular steel tube with a bolt–ball joint under installation eccentricity;Engineering Structures;2019-10

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