STEEL CONSTRUCTION ENGINEERING
Online ISSN : 1884-0329
Print ISSN : 1880-9928
ISSN-L : 1880-9928
Plastic Deformation Capacity of Perforated Reduced Beam Section Moment Connection
Sangju LEEKeiichiro SUITAKazuo INOUE
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2002 Volume 9 Issue 36 Pages 47-54

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Abstract
This paper presents the results of loading tests regarding RBS moment connection with staggered hole alignment developed for use in rehabilitation and upgrading of existing non ductile moment frames. Major findings obtained from loading tests are as follows: 1) fractures initiated from the toe of a weld access hole is prevented; 2) method to evaluate the flexural strength of RBS with staggered hole alignment on the bottom flange are suggested and its varidity is confirmed.
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© Japanese Society of Steel Construction
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