DSpace Repository

Study of continuity plates in steel moment connections

Show simple item record

dc.contributor.author Arnon Wongkaew
dc.contributor.author Faculty of Engineering
dc.date.accessioned 2019-03-25T09:16:08Z
dc.date.available 2019-03-25T09:16:08Z
dc.date.issued 2003
dc.identifier.uri http://dspace.lib.buu.ac.th/xmlui/handle/1234567890/2610
dc.description.abstract The use of continuity plates has been recommended in all steel moment connections by the AISC-LRFD design codes after the 1994 Northridge earthquake. This is because the preliminary study right after the earthquake showed that continuity plates significantly reduce the high stress concentration in the center of beam flanges. Based on this study; however, it shows that effectiveness in reducing the high stress concentration in the beam flanges of continuity plates rapidly reduces with the increasing of the column flange thickness concentration in the beam flange did not reduce with the presence of the continuity plates as previous thought with the heavy column size. Therefore this study recommended that continuity plates are not necessary for the column-to-beam thickness ratio (t_cf/t_bf) over 5.0. en
dc.language.iso eng. th_TH
dc.subject Civil en
dc.subject Engineering en
dc.subject Finite element method en
dc.title Study of continuity plates in steel moment connections en
dc.type บทความวารสาร th_TH
dc.issue 1
dc.volume 1
dc.year 2003
dc.journal Journal of Science, Technology, and Humanities.
dc.page 37-45.

Files in this item

This item appears in the following Collection(s)

Show simple item record

Search DSpace

Advanced Search


My Account